HomeMy WebLinkAbout50194-Z TOWN OF SOUTHOLD
" BUILDING DEPARTMENT
v
" TOWN CLERK'S OFFICE
SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONCE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit #: 50194 Date: 1/9/2024
Permission is hereby granted to:
Brennen, William
29 Hardin St
Smithtown, NY 11787
To construct additions and alterations to existing single-family dwelling as applied for per
ZBA & Trustees approvals.
At premises located at:
1050 Trumans Path, East Marion
SCTM # 473889
Sec/Block/Lot# 31.-12-5.1
Pursuant to application dated 12/7/2023 and approved by the Building Inspector.
To expire on 7/10/2025.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $704.50
CO-ADDITION TO DWELLING $100.00
Total: $804.50
Building Inspector
TOWN OF SOUTHOLD—BUILDING DEPARTMENT
N� - - ,
Town Hall Annex 54375 Main Road P. O. Box 1179 Southold NY 11971-0959
Telephone(631) 765-1802 Fax(631) 765-9502 Ittl : 'ww. �lolLtar��rm . o
Date Received
APPLICATION FOR ) o "
For Office U.
PERMIT NO. Building Inspector: Ji IN 1 2
Applications and forms must be filled out in their entirety.Incomplete
applications will not be accepted. Where the Applicant is not the owner,an
Owner's Authorization form(Page 2)shall be completed.
Date:
OWNER(S)OF PROPERTY:
Name:William and Stacey Brennen SCTM# 1000-31. - 12 - 5.1
Project Address: 1050 Trumans Path, East Marion, NY 11939
Phone#: Email:teamsabb@optonline.net
Mailing Address: 1195729 Harding Street Smithtown, NY 11787
CONTACT PERSON:
Name:Hideaki Ariizumi
Mailing Address:PO Box 444, Orient NY 11957
Phone#:631 323 1426 Email:hideaki@studioabarchitects
DESIGN PROFESSIONAL INFORMATION:
Name:Hideaki Ariizumi
Mailing Address:PO Box 444, Orient NY 11957
Phone#:631 323 1426 Email:hideaki@studioabarchitects
CONTRACTOR INFORMATION:
Name:Not yet selected
Mailing Address:
Phone#: Email:
DESCRIPTION OF PROPOSED CONSTRUCTION
❑New Structure WAddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
❑Other $
Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? ❑Yes No
1
PROPERTY INFORMATION
Existing use of property:Single Family Dwelling Intended use of property:Same
Zone or use district in which premises is situated:. Are there any covenants and restrictions with respect to
R40 this property? ❑Yes BNo IF YES, PROVIDE A COPY.
❑ Check Box After Reading: The owner/contractor/design professional Is responsible for all drainage and storm water Issues as provided by
Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the Issuance of a Building Permit pursuant to the Building Zone
Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings,
additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,
housing code and regulations and to admit authorized Inspectors on premises and In building(s)for necessary Inspections.False statements made herein are
punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law.
Application Submitted By(print name):Hideaki Ariizumi RAuthorized Agent ❑Owner
Signature of Applicant: Date: Z2
TCONNIE YUNCht
Notary Public,State of New York
STATE OF NEW YORK) No.OIBU6185050
SS: Qualified in Suffolk County
COUNTY OF ) Commission Expires April 14,2-04 y
being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)he is the
(Contractor, Agent,Corporate Officer, etc.)
of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this
application;that all statements contained in this application are true to the best of his/her knowledge and belief; and
that the work will be performed in the manner set forth in the application file therewith.
Sworn before me this
day of ......,. 20� " ' '
Notary Public
. . .......... .OWNER�.mmA __.. d....
(Where the applicant is not the owner)
William Brennen residing at 1195729 Harding Street Smithtown, NY
do hereby authorize Hideaki Ariizumi to apply on
my behalf to the Town of Southold Building Department for approval as described herein.
William Brennen
Digitally d by.0915: 3:15-ennen 6/9/2023
Dale:2023.06.0915:33:15-04'00'
Owner's Signature Date
William Brennen
Print Owner's Name
2
BOARD MEMBERS Southold Town Hall
Leslie Kanes Weisman, Chairperson so' 53095 Main Road • P.O. Box 1179
Patricia Acampora . o Southold,NY 11971-0959
Office Location:
Eric Dentes Town Annex/First Floor
Robert Lehnert, Jr. 54375 Main Road(at Youngs Avenue)
Nicholas Planamento Southold,NY 11971
NTI
lhttp://southoldtownny.gov RECEIVED
;CNG BOARD OF APPEALS
TOWN OF SOUTHOLD
Tel. (631) 765-1809
� llll�tl ISS®'u�hold Town Clerk
iof � of Soutlicild
FINDINGS,DELIBERATIONS AND DETERMINATION
MEETING OF OCTOBER 19, 2023
ZBA FILE No.: 7837
NAME OF APPLICANT: William and Stacey Brennan
PROPERTY LOCATION: 1050 Trumans Path, East Marion, NY SCTM No. 1000-1000-31-12-5.1
SE : The Zoning Board of Appeals has visited the property under consi.,deration in this
application and determines that this review falls under the Type II category of the State's List of Actions, without
further steps under SEQRA.
Sllhl°OI l COIINI"r° Al)M.lN1Sml"RAT�IVE CtL F: This application was referred as required under the Suffolk
County Administrative Code Sections A 14-14 to 23,and the Suffolk County Department of Planning issued its reply
dated August 7, 2023 stating that this application is considered a matter for local determination as there appears to
be no significant county-wide or inter-community impact.
I ERMIN'A-1 ION: This application was referred for review under Chapter 268, Waterfront Consistency
L,WI I ISL
review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy
Standards.The.I,,WRP Coordinator issued a recommendation dated. September 19,2023. Based upon the information
provided on the LWRP Consistency'Assessment.Fonn subinitted to this department,as well as the records available,
it is recommended that the proposed action is CONSISTENT with LWRP policy standards and therefore is
CONSISTENT with the LWRP.
PROPE, JY FL, j',S/DESCRIPTION: The subject property is an 18,798.09 sq. ft, nonconforming lot located in an.
R-40 Zoning District with 16,207 sq. ft. of buildable area. The property has a road frontage of 78 feet along Trumans
Path,then turns west for 231.38 feet towards Long Island Sound,then it turns northeast for 49.87 feet before returning
246.64 feet back to Trumans Path. The property is improved with an existing,one-story framed house and an existing
accessory shed in the front yard all as shown on survey prepared by Joseph A. Ingegno, L.S. last revised October 19'„
2001.
BASIS OF APPLICATION: Request for Variances from Article XXIII, Section 280-124 and the Building
Inspector's July 24, 2023 Notice of Disapproval based on an application for a permit to construct additions and
alterations to an existing single family dwelling; at 1) located less than the code' required minimurn side yard setback
of l5 feet; 2) located less than the code required minimum combined side yard setback of 25 feet, located at: 1050
Trumans Path (Adj. to Marion Lake), East Marion, NY. SCTM No. 1000-31-12-5.1.
RELIEF REQUESTED: The applicant requests a variance to construct an addition to the existing single-family
dwelling which includes a second story frame addition, and a conversion from a deck to a sunroom. The additions
Page 2, October 19,2023
#7837, Brennan
SCTM No. 1000-31-12-5.1
maintain the existing side yard setback of 14.12 feet for the proposed sunroom, where 15 feet is required, and a
combined side yard setback of 24.29 feet, where a minimum combined side yard of 25 feet is required.
ADP L LONAmL INl QRMA`FION:: The existing residence dates back to 1979 with a Certificate of Occupancy#9760
dated November 26, 1979. In 1987 there was a sunroom addition with Certificate of Occupancy 416369. There was
an addition to the existing dwelling in 2002 with Certificate of Occupancy #28481. The current project involves
enclosing in an existing deck to square off the building.
1 '1 1 1 " I A ` � a lS lDR BOd�f l _ACw4 13y1,,
The Zoning Board ol'`Appeals held a public hearing on this application oil October 5, 2023 at which time written
and oral evidence were presented. p
on ldocumentation, linspection of the property
fallowing facts tbe true and
and surrounding neighborhood, and other evidence, the Zoawagfoardfi dsthe
relevant and makes the following findings:
1 n Taaw�vn a v "267-b 3 I 1 . Grant of tile variance will not produce an undesirable change in tale character of the
neighborhood ora detriment to nearby properties The proposed addition would enclose in ars existing deck to make
it habitable living space. The variance in question is for less than 1 foot of relief, so this proposed addition would
not produce an undesirable change in the character of the neighborhood.
2.. 3"rr rn '��awv `2+ta"P b 3 la' 2' The benefit sought by the applicant cannot beachieved by some method feasible
for the applicant to pau'saae,of ser tli an pari as'ea var`iaric e. The existing deck currently exists,and the proposed addition
is tai just enclose it for use as living space. Due to the existing setbacks„in squaring off the rats coraler of the dwelling
by encicasing the deck it would violate the combined side yard setback by less than a fool. This addition could not
be achieved without relief. h
3. °l:tawn Law "267-b :3Y b .3J. The variances s granted herein are not mathematically substantial, representing
5.8% relief* front the code for single side yard relief, and 18% relief from the code for combined side yard relief.
This addition is filling in where the existing deck already exists, it is LWRP compliant, so therefore it is a minor
variance in nature.
4 Town Law "267-b b 4 No evidence has been submitted to suggest that a variance in this residential
commistarsity will have an adverse impact on the physical or environmental conditions in the neighborhood. a'he
applicant nlus't coMpl)' with Chapter 236 of the Town's Stone Water Management Code.
5, Taawaa Laawv 267�b d' 'b The difficulty has been self-created. The applicant purchased the parcel after the
Zoning Code was in effect and it is pre.surned that the applicant had actualor constructive; knowledge of the
limitations on tlae use of the parcel under tite Zoning.Code in effect prior to or at the time of purchase.
6. Town Law `267-I). Cirant of the requested relief is the aatinimum action necessary and adequate to enable the
applicant, to enjoy the benefit of an addition to the residence while preserving and protecting the character of the
neighborhood and the health, safety and welfare of the community.
RT SD Li l Q N ref" � f l .I : In considering all of the tiba:ve kaart�ors lilt applying the balancing test under New
York Town l.,a1. 267-B, nnotion was offered by Member Lelanert, seconded by Member Acampora, and duly carried,
to
GRANT the variances as drawn on site plans and architectural plans by Hideaki Ariizumi, Architect, dated June 7,
2023.
Page 3,October 19,2023
#7837,Brennan
SCTM No. 1000-31-12-5.1
This approval shall not be deemed effective until the required conditions have been met.At the discretion of the
Board of Appeals,failure to comply with the above conditions may render this decision null and void
That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued.
The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does
not increase the degree of nonconformity.
IMPORTANT LIl'UTS OC"Mll THE APPR.OVAL S GRANTED I11�1�1�V
Please Kead C.arefuull
Any deviation from the survey,site plan andlor architectural drawings cited in this decision, or work exceeding
the scrape of the relief granted herein, will result in delays and/or a possible denial by the Building Department
of a building permit anWor the isof
of a "top Work Order, and may require a new application and public
hearing before the Zoning f Appeals.
Any deviation from the variance(s)granted herein as shown on the architectural drawvings,site plan anr °`or survey
cited above, such as alterations, extensions, demolitions, or demolitions exceeding the scope of the relief granted
herein, are not authorized under this application when involving nonconformities under the zoning code. This
action does not authorize or condone any current or future use, setback or other./eature of the subject properly,
that may violate the Zoning Code, other than such uses,setbacks and other features as are evpressty addressed in
this action.
TIME LIMITS ON'THIS APPROVAL: Pursuant to Chapter 280-146(B) of the Code of the Town of
Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of
Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County
Clerk,within three (3) years from the date such variance was granted. The Board of Appeals may, upon
written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1)
year terms. IT IS THE P1 OPl+IIrY 0"+V1" ENS R. SPO IBILITY 'I'O ENSURE COMPLIANCE WITH
THE CODE RE I.IIIIEI)TIME FRAC DESCRIBED HEREIN. Failure to comply in a timely manner
may result in the denial by the Building Department of a Certificate of Occupancy, nullify the approved
variance relief, and require a new variance application with public hearing before the Board of Appeals
Vote of the Board: Ayes: Members Weisman, Lehnert, Acampora, Dantes, Planamento. This Resolution was duly
adopted(5-0).
,Le iie lanes Weisman, Chairperson
Approved for filing # / 46)/2023
o
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BOARD OF SOUTHOLD TOWN TRUSTEES
' UTHOLD NEW YORK ' �
SO ,
t
p
PERMIT NO. 10494 DATE: NOVEMBER 15,2023
ISSUED TO: "I ILLIAI�I & STACEY BRENNEN,
( •k
PROPERTY ADDRESS: 1050 TRUMANS PAT fI EAST M ON,
SCTM# 1000-31-12-5.1
Pursuant to the provisions of ChaptAUTHORIZATION 275 Code of the Town of Southold and in
,up �
accordance with the Resolution of the Board of Trustees adopted at the meeting, held on t oyember 15, 2123,
and in consideration of application fee in the sum of JL250.00 paid by William & Stac0Brcpn n. and subject
to the Terms and Conditions as stated in the Resolution,the Southold 'Town Board of Trustees authorizes and � r
permits the following: l
Wetland Permit for the existing 1,922sq.ft.one-story dwelling with existing 329sq.ft.. of
decking; remove the 13.410.8' (131sq.R). deck,and constructa 13.4'x9.5' (131sq.ft)sun-room,
existing,±198sq.ft deck to remain; and on landward side of dwelling construct a±10.51%-14'
( 1.44sq.ft.) mudroom leading to a 241x26' (600s+%)two-story garage; to connect gutters to
leaders to drywells,with the condition to establish and perpetually maintain a 10' wide non-
turf buffer landward of top of bank and that the area seaward be a non-disturbance area; and
as depicted on the revised site plan prepared by Hideaki Ariizumi,RA, last dated November 30,
2023,and stamped approved on December 1,2023.
i�
IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these
presents to be subscribed by a majority of the said Board as of the day and year first above written.
l
� C 0 W E
µ
DEC "'1 2023
B1111ding Department
Town of Southold,
�„-+..--- ^^^^" ••""`•'""""'• �"d1Ml Miufe%FUi'k'h(,Jh eVf �lVi M ` +'
TERMS AND CONDITIONS
The Permittee. -LLLSLdt1-!g-a-!—J Q—.50-D-4-11n,4n."
_WJLJJarLi & Mace BrenLien.,
York as part of the consideration for the issuance of the Permit does understand and prescribe to
the following:
That the said Board of Trustees and the'llown of Southold are released from any and all
damages, or clairns for damages,of suits arising directly or indirectly as a result of any
operation performed pursuant to this permit,and the said Permittee will,at his or her own
expense,defend any and all such suits initiated by third parties,and the said Peri-nittee
assumes full liability with respect thereto,to the complete exclusion of the Board of
of the Town of Southold,
2. That this Permit is valid for a period of 36 months,which is considered to be the estimated
time required to complete the work involved, but should circumstances warrant,request for
an extension may be made to the Board at a later date.
3 That this Permit should be retained indefinitely, or as long as the said Permittee wishes to
maintain the structure or project involved,to provide evidence to anyone concerned that
authorization was originally obtained,
4. That the work involved will be subject to the inspection and approval of the Board or its
agents, and uon-compliance with the provisions of the originating application may be cause
for revocation of this Permit by resolution of the said Board,
5, That there will be no unreasonable interference with navigation as a result of the work herein
authorized.
6,. That there shall be no interference with the right of the public to pass and repass along the
beach between high and low water marks,
7, That if future operations of the Town of Southold require the removal and/or alterations in the
location of the work herein authorized, or if, in the opinion of the Board orrrustees,the work
shall cause unreasonable obstruction to fret, navigation, the said Permittee will be required,
upon due notice, to remove or alter this work project herein stated without expenses to the
Town of Southold.
8'. The Pei-in ittee is required to provide evidence that a copy of th is Trustee perm it has been
recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to
the deed of the subject parcel. Such evidence shall be provided within ninety (90)calendar
days of issuance of this permit.
9. That the said Board will be notified by the Permittee of the completion of the work
authorized,
10, That the Permittee will obtain all other-permits and consents that may be required
supplemental to this permit,which may be subject to revoke upon failure to obtain same.
11. No right to trespass or interfere with riparian rights, This permit does not convey to the
permittee any right to,trespass upon tile lands or interfere with the riparian rights of others in
order to perform the permitted work nor does it authorize the impairment of any rights,title,
or interest in real or personal property held or vested in a person not a party to tile permit.
3
SITE PLAN IS LASED ON SURVEY STORMWATER RETENTION CALCULATIONS:
�i t.0A `3 BY JOSEPH A.INGEGNO'LAND SURVEYOR I I [
PHONE G31 727 2090 ADDITION ROOF: 780 SQ.FT.
1380 E 631 727 AVENUE 780 SQ.F,X 2 INCH/hr RAIN=130 CUF
RIVERHEAD,NEW YORK 11901 USE 8'DIA.POOL WITH 42.24 CUFNF
� 130 CUF 142.24 CUFTNF=3.08 VF REQUIRED
�-
.. LATEST DATED OCTOBER 19,2001 USE(1)-LEACHING POOL,8 FT DIA.,4 FT DEEP Q
} e p w
TE WATER SERVICE LINE w APPROVEDD� SUNROOMROOF: 21BSQ.FT-
so ` " , ?i8 SQ.FT.X 2 INCHIhr RAIN=36.34 CUFT
IG NORTH BOUNDARY.
� a` AOARD OF, 1 RUS7EE5 36.34 CUFT 18.773 UFTNF$41 VF REQUIRED 9
tu? l>3dc
.s � SOUTHOLD USE(1)-LEACHING POOL,4 FT DIA.,5 F DEEP V)W9un C N
71: _ I a
1
23DATE Ddli [ IF
CESSPOOL ` 4I
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SHED TO BE / 18'0"MAX. C.to C� .
DEMOLISHED 40 i
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STORIIWATER RETENTION LP WITH
RSION GRATE 1
._
)ECK TO Ct .t `� I 4 ,CLASS 2400 TRAFFIC BEARI a�
OM / _0 DRAINAGE PIPE FROM GUTTI R
SAME LEADE
PER 12"MIN.SLOP 36" MINIMUM 2 x 2
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FENCE PAST N t
RINT _- EXISTING r WELL J
_ /1 STORY /£ WOVEN WIRE FENCE
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/ PROP.WASTEWATER CONNECTIONim
FILTER CLOTHLP
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EMBED FILTER CLOTH1 a
MIN. 6" INTORCIISID
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I �� � PRIMP 4'DIA.3'DEEP OR4WATER F FIR TION LP 112 ACRE I joa LINES FEET ref, t 1
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114"PER 12� , LOPE = ' `� I
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PROP,S_1LrFF1cE I O N5 0
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y Nt3N TURF BUFFER AREA 10'IANDWARD OF TOP OF BANK Stormwater Management Typ I N
NON-DISTURBANCE AREA LAKEWARD OF TOP OF BANK ` Details
Stormwater Mana ement= - N,T Z
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C�( Generated by REScheck-Web Software
J Compliance Certificate
Project Brennen Residence Mudroom
Energy Code: 2018 IECC
Location: Southold, New York
Construction Type:. Single-family
Project Type: Addition
Orientation: Bldg. faces 45 deg. from North
Climate Zone: 4 (5572 HDD)
Permit Date:
Permit Number:
Construction Site: Owner/Agent: Designer/Contractor:
1050 Trumans Path William Brennen Hideaki Ariizumi
East Marion, NY 11939 29 Harding Street studio a/b architects
Smithtown, NY 11787 24190 Main Road
teamsabb@optonline.net Orient, New York 11957
6313231426
hideaki@studioabarchitects.com
Compliance: 10.2%Better Than Code Maximum UA: 49 Your UA: 44 Maximum SHGC: 0.40 Your SHGC: 0.31
The%Better or worse Than Code Index reflects how close to compliance the house is based on code trade-off rules.
It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home.
g uo Monger¢ions° I. i Sslallu oir�...gmde
allsernbu yiin the spec'ugied d liinr�ate zone must me¢e� fade rmmuDnuoiuurn�neirgy .ode urnsu. afloin R vallue anddepthuequu'uireiments.
EAsapnwlga
Gross Area Cavity Cont. Prop. Req. Prop. Req.
Perimeter
Ceiling: Cathedral Ceiling 134 49.0 0.0 0.022 0.026 3 3
Wall D1:Wood Frame, 16" o.c. 21 23.0 0.0 0.055 0.060 0 0
Orientation: Left side
Door: Solid Door(under 50%glazing) 17 0.170 0.320 3 5
Orientation: Left side
Wall D5: Wood Frame, 16" o.c. 89 23.0 0.0 0.055 0.060 4 4
Orientation: Front
Door: Solid Door(under 50%glazing) 17 0.170 0.320 3 5
Orientation: Front
Wall D1.4: Wood Frame, 16" D.C. 69 23.0 0.0 0.055 0.060 3 4
Orientation: Right side
Window 2:Wood Frame
SHGC: 0.31 8 0.290 0.320 2 3
Orientation: Right side
Wall D1.5:Wood Frame, 16" o.c. 118 23.0 0.0 0.055 0.060 6 6
Orientation: Right side
Window 2.2: Wood Frame
SHGC: 0.31 16 0.290 0.320 5 5
Orientation: Right side
Project Title: Brennen Residence Mudroom Report date: 01/08/24
Data filename: Page 1 of 2
Gross Area Cavity Cont. Prop. Req. Prop. Req,
Assembly or R-Value R-Value Ll-Factor Ll-Factor UA UA
Perimeter
Wall 64:Wood Frame, 16"o.c. 56 23.0 0.0 0.055 0.060 3 3
Orientation: Unspecified
Window 2: Wood Frame
SHGC: 0.31 8 0.290 0.320 2 3
Orientation: Unspecified
Crawl Space Wall: Solid Concrete or Masonry
Orientation: Unspecified
Wall height: 3.0' 138 0.0 10.0 0.074 0.059 10 8
Depth below grade: 2.5'
Insulation depth: 3.0'
Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other
calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in
REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist.
Hideaki Ariizumi', architect 1/8/2024
Name-Title Signature Date
Project Title: Brennen Residence Mudroom Report date: 01/08/24
Data filename: Page 2 of 2
studio a/b architects
Sly
(D. 1 D. 1 .4 (D.2 � 24190 Main Road,
s�
Orinet, NY 11957 BOUNDARY NORTHWEST 631 3231426
C9 LINE S31q lynis@studioabarchitects.com
�� mailing address:
PO Box 444, Orient, NY 11957
client:
\
ga� \ William & Stacey Brennen
' Sto �� �� �,
Attl �
SITE PLAN IS 13ASED ON SURVEY site address:
BY JOSEPH A. INGEGNO LAND SURVEYOR
1050 Truman rion, NY 119,
PHONE 631 727 2090
tel: -
1380 ROANOKE AVENUE
RIVERHEAD, NEW YORK 11901 emai teamsabb@optonline.
LATEST DATED OCTOBER 19,2001 to map#: 1000-3l.- 12-5.1 -
SURVEY OF PROPERTY arage
SITUATED AT EAST MARION -
TOWN OF SOUTHOLD
SUFFOLK COUNTY, NEW YORK ___
SC.TAX No. 1000-31-12-5.1
APRIL 24,2001
OCTOBER 19, 2001 ADDED PROPOSED ADDITION
(THE PREVIOUS ADDITION, NOT THIS PROPOSAL) — — — —
AREA= 18,798.09 sq.ft. D S R 25) = I - - —I —_ -
0.4.32 ac. MAIN ROA ( — _
0 —
1 III I III I IIIIIIIIII I IIIIIII—III )gi_�SIIIdL� I I-1111
CERTIFIED TO: __ --
WILLIAM BRENNEN BE PARELLEL
PATRICIA BRENNEN Section Perpendicular to Northwest Property TO
Line
BOUNDARY
NOTES: s, <-� 2 1'-0"
1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM
(ADD 1'TO OBTAIN '88 DATUM)
EXISTING ELEVATIONS ARE SOWN THUS: 5.0
2. FLOOD ZONE INFORMATION TAKEN FROM:
FLOOD INSURANCE RAT MAP no. 36103CO064 G
ZONE AE: BASE FLOOD ELEVATIONS DETERMINED N
ZONE X: AREAS DETERMINED TO BE OUTSIDE 500-YEAR _
FLOODPLAIN
36" MINIMUM 2 x 2
FENCE POST
` -- WOVEN WIRE FENCE
1:51 10, (6x6 - 10/10 WWF) Z
RELOCATE WATER SERVICE LINE v FILTER CLOTH
TO ALONG (WORTH BOUNDARY. 18'-0"MAX, C.to C.
CLL SCOP `�' No. Description Date
z =W
E 1 Revision 1 11/4/2023
GRADE �� G 2 Revision 2 11/30/2023
ELECTRICAL OVERHEAD ENTRY SHALL BE FIRE HYDRANT L '�J ,� u EMBED FILTER CLOTH R.gDF
REPLACED TO UNDERGROUND SERVICE 9C' S '� ,� ,� _� MIN. 6" INTO GROUND ?
� -6 MIN.
so V
lro� i/ UTILITY 20'� �Ov �O e-
�cp• / POLE NOTE:
LIL#7A MAXIMUM DRAINAGE AREA
\ 1/2 ACRE / 100 LINEAR FEET
/
CESSPOOL / � WELL
// �`� (NOT USED) \ sn
'V Z PERSPECTIVE VIEW TYPICAL SILT FENCE SECTION DETAIL
/ - -W- - _ _ _W_
SHED TO BE /// �� — -w- — — - —w-� \ oA
;
DEMOLISHED , le � �'oy y
A.01 /��� O WATMETER Stormwater Management Typical Silt Fence
UTILITY POLE / &
LIL#7B TO BE REMOVED '� / STONE&DIRT \ 00' 3 Details Co 1
A.1 DRIVEWAY oa EXISTING TREE TO BE CUT N.T.S. 2
6� isNo 5'EPROP.2-STORY \
FRAME ° 21
ADDITIONFOU
�/�/ ♦♦y i 6 //.."/' P PEND
MINI SPLIT SYSTEM Aoll
MULTI ZONE
0� �� '\ /��5//� ♦` ! / `b
EXTERIOR UNIT \x '� Q� ���`/ ( �� ,♦ \ // / O'`� 4"GRAVEL,OR FINISHED GRADE
PRECAST
8"THICK REINFORCED CONCRETE CAP
WELL i O ry$h / / EXISTING TREE TO REMAIN CONCRETE H2O TRAFFIC 24" DIAMETER H2O 6"THICK PRECAST j/ BEARING SLABHEAVY DUTY CONCRETE SLAB.
6 'o' . / CAST IRON INLET Z GRADE
(� r' _ . ��
CONVERSION / •s PROP. H2O HEAVY DUTY 8'DIA
PROP. .4'DEEP
/ N - / .,'% STORMWATER RETENTION LP WITH GRATE 2 GRATE&FRAME
-
FROM DECK TO ' �' / 4" , CLASS 2400 TRAFFIC BEARING z
SUNROOMX10.5' ,' / DRAINAGE PIPE FROM GUTTER LEADER, 2iPRECAST CONCRETE
ON THE SAME - / / / / 1/4"PER 12"MIN. SLOPE = - (-•
/ /
FOOTPRINT � o Gw , / � N o I ". ;' � CHIMNEY � MIN CLEAN SAND
PITCH 1/4"PER FOOT,
ols�� / I ® pa86 (
4" , CLASS 2400 TRAFFIC Z� ®® I T &GRAVEL
BEARING DRAINAGE PIPE. ® = FILL
�O O _I ® ® ® ® ® °800080 -
24.8 EXISTING 5 WELL -I ao i ®® ® ® ® ® j osa:b�- KCH/T
1 STORY ® ® BooaopaQ _ 1/4 PER 12 MIN. SLOPE, �, INLET:4 j . I =— P F
ao.op i ®M M ® ® '�� as TYP. DIAMETER =I I ® I I I I= QUO PpItIU CT
III
/FRAMED HOUSE o �/ I I I b•"�>�I ®® ® ® ® a CLASS ( = 4 DIA. PRECAST �♦
F °°bo 000oo�o III= j M
/ 4ab%40 4 2400 --
_ — — CONCRETE
PRECAST
CONCRETE
'g °' — — — — --- — — =I I LEACHING RING. PIPE LILA i CLEAN LEACHING RING, G <_ : o Y
FSAND& =I TYP. t„ _ oc
/ zIIIII_ oo:000so o -((III = \ o
00o e98,80o b.e
:�oa9b•�:od�4g8ao z GRAVEL.
PROP.WASTEWATER CONNECTION doo,po FILTER FABRIC WRAP �— ---- —� FILTER FABRIC 1�
\ I1 W j / LP2'- — — — - WRAP
0 8'-0" DIA. 2'-0'
EXISTIN // (V 4' DIA. `STATE OF
I` SEPTIC
13 24 / CESSPOOL _ MIN. _ _ _ _ MIN.- IN THE EVENT POOR 2'-0"MIN. 2'-0"MIN.
r
GROUND WAT ENCOUNTERED MATERIAL IS
LEACHING
09
GROUND WATER
EXCAVATION IS TO BE
0�Oh ♦ � 'III Iii Illi', .r 2 , / , P ,�,P
,0\��G�C. LP IN FRONT YARD: H2O W/GRATE TO GRADE CONTINUED TO SUITABLE
oo � '>t, 0� � MATERIAL AND LP IN SIDE YARD
`STEP wo WOOD t
STEPS SAND&GR,`�(' ��\� BACKFILLED W/CLEAN
AVEL FILL.
� a6 E / P A2 Management RETENSION LP PROJECT
1.7'N �O �
Typical Detail Brennen esidence
to 6• � e���� /
O �
O �
70 o PROP.4' DIA. T DEEP STORMWATER RETENTION LP SITE DRAINAGE NOTES:
4"DRAINAGE PIPE FROM GUTTER LEADER
7-), F u }, STORMWATER RETENTION CALCULATIONS:
1/4"PER 12"MIN. SLOPE
P zo 1.All Below Grade Drainage Pipe shall be 4"Diameter Class 2400 Pipe. ADDITION ROOF: 780 SQ. FT.
l2 0 2.All Pipe Connections shall provide for Water Tight seals to prevent leakage. 780 SQ.FT.X 2 INCH/hr RAIN=130 CUFT Site Plan
3.All vertical and horizontal changes in Pipe direction shall utilize 90 degree sweeps ora USE 8' DIA. POOL WITH 42.24 CUFTNF
~ combination of two(2)-45 degree angle bends to provide for a uniform flow in all directions.
o Oh PROP. SILT FENCE 4.All Horizontal Drainage Pipe shall have a minimum pitch of 1/4"per foot. 130 CUFT/42.24 CUFTNF =3.08 VF REQUIRED
USE(1)-LEACHING POOL 8 FT DIA.,4 FT DEEP = ��
ti t
O 5.All Class 2400 Pipe connections,where required,shall be fully grouted to Precast -, t �-� u I
79••0• Concrete Leaching Rings with Concrete Mortar.
O 42° SUNROOM ROOF: 218 SQ. FT.
6.All Leaching Pools shall have Cast Iron Grate& Frames to Final Grade or Finished -`
V �28 06„ Paved Surface. USE 4218 Q' DIA. POOLIWITHhr RAIN 3 CUFTNF
UFT -� DEC - 4 2023
C �8' 7. Leaching pools shall be precast concrete cement structures as manufactured by Suffolk
precast inc. or equivalent. 36.34 CUFT/8.73 CUFTNF =4.17 VF REQUIRED �-
o• USE(1)-LEACHING POOL 4 FT DIA. 5 FT DEEP rn -a: - 9, Project number
8.All concrete cement used in the manufacturing of precast structures shall develop a �; ., c _..- 1 22015
NON-TURF BUFFER AREA 10' LANDWARD OF TOP OF BANK
...
minimum compressive strength of 4,000 P.S.I. in 28 days. ��-•---�.,; °, ..�;, �' � Date
9.All drainage structures shall be placed in acceptable leaching soils. In the event poor 6/7/2023
NON-DISTURBANCE AREA LAKEWARD OF TOP OF BANK leaching material is encountered, excavation is to be continued to suitable material and Drawn by HA Q
backfilled as detailed. Checked by GB 0)10. No trench, pit, or other excavation shall be left open and unattended. Excavations shall
be protected as directed by the Architect with fences, barricades and other approved LO
Site Plan
1 methods. No direct payment will be made.
1" = 20'-0" 11. Invert elevations may be adjusted in the field to meet field conditions. A o
N
Scale As indicated a
PROJECT
GENERAL NOTES: BUILDING DEPARTMENT NOTES: LIST OF DRAWINGS: studio a/b architects
Addition to Brennen Residence - -�
THE FOLLOWING NOTES SHALL APPLY THROUGHOUT. EXCEPTIONS ARE SPECIFICALLY NOTED ON THE FOLLOWING NOTES SHALL APPLY THROUGHOUT. 1 /18 T.01 TITLE SHEET � � ', �-� i � `�� � 24190 Main Road
EACH DRAWINGS. I Orin
1. ALL WORK SHALL BE EXECUTED IN FULL COMPLIANCE WITH THE APPLICABLE PROVISIONS OF ALL 2 /18 A.01 Site 957
Plan 631 etet,, NY Y 11 11
1. ALL WORK OF THIS CONTRACT SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF LAWS, BY-LAWS,STATUTES,ORDINANCES, CODES, RULES, REGULATIONS,AND LAWFUL ORDERS 3 /18 A.02 Demolition Plan, Wall Types
26
Owner: (� - 7 P023 glynis@studioabarchitects.com
THE NEW YORK STATE(NYS) RESIDENTIAL CODE OF PUBLIC AUTHORITIES BEARING ON THE PERFORMANCE AND EXECUTION OF THE WORK. 4 /18 A.03 Floor Plans
William & Stacey Brennen NYS EXISTING BUILDING CODE THE CONTRACTOR SHALL PROMPTLY NOTIFY THE TOWN AND ARCHITECT/ENGINEER OF ANY 5 /18 A.04 Elevations 1 and Exterior Finish Schedule mailing address:
1195729 Harding Street
NYS ENERGY CONSERVATION CONSTRUCTION CODE PORTIONS OF THE WORK IN THE CONTRACT DOCUMENTS THAT ARE AT VARIANCE WITH THE 6 / 18 A.05 Elevations 2
NYS FIRE CODE ABOVE. PO Box 444, Orient, NY 11957
=
Smithtown, NY 11787 NYS PLUMBING CODE 2. ALL MATERIALS,ASSEMBLIES, FORMS METHODS OF CONSTRUCTION AND SERVICE EQUIPMENT 7 /18 A.06 Elevations 3 `. u
Phone: APPLICABLE SUFFOLK COUNTY HEALTH REGULATIONS AND STANDARDS SHALL MEET THE FOLLOWING REQUIREMENTS: 8 /18 A.07 Building Sections 1
e-mail: teamsabb@optonline.net TOWN OF SOUTHOLD REGULATIONS a) THEY SHALL HAVE BEEN ACCEPTABLE TO THE SOUTHOLD BUILDING DEPARTMENT. 9 /18 A.08 Building Sections 2
OTHER AGENCIES HAVING JURISDICTION ON THE WORK OF THIS CONTRACT, b) THEY SHALL HAVE BEEN ACCEPTED FOR THE USE UNDER THE PRESCRIBED TEST METHODS BY 10 /18 A.09 Building Sections 3 client:
THE REGULATING AGENCIES. 11 /18 A.10 Schedules
Site Address: 2. DRAWINGS ARE NOT TO BE SCALED. USE DIMENSIONS ONLY,ALL DIMENSIONS AND CONDITIONS 3. MATERIALS OR ASSEMBLIES REQUIRED TO HAVE A FIRE RESISTANCE RATING SHALL COMPLY William & Stacey Brennen
SHOWN AND ASSUMED ON THE DRAWINGS MUST BE VERIFIED AT THE SITE BY THE CONTRACTOR WITH ONE OF THE FOLLOWING: 12 /18 A.11 Typical Thermal Protection Details
1050 Trumans Path,
East Marion, NY 11939 BEFORE ORDERING ANY MATERIAL OR DOING ANY WORK.ANY DISCREPANCIES IN THE DRAWINGS a) THEY SHALL CONFORM WITH EITHER THE APPLICABLE CODES OR 13 /18 S.01 Structural Notes site address:
AND SPECIFICATIONS SHALL BE REPORTED TO THE ARCHITECT. NO CHANGE IN DRAWINGS OR b) THEY SHALL HAVE BEEN TESTED IN ACCORDANCE WITH ASTM El 19, STANDARD METHODS OF 14 /18 S.02 Typical Structural Details 1050 Tru mans Path, East Marion, NY 11939
Tax Map#: SPECIFICATIONS IS PERMISSIBLE WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT/ENGINEER. FIRE TESTS OF BUILDING CONSTRUCTION AND MATERIALS AND ACCEPTED BY THE SOUTHOLD 15 / 18 S.03 Foundation Layout, First Floor Decking Layouts tel: -
1000-31.- 12-5.1 NO WORK SHALL PROCEED UNTIL SUCH DISCREPANCY HAS BEEN RECTIFIED. TOWN BUILDING DEPARTMENT 16 /18 S.04 Second Floor, Roof Decking Layouts email: teamsabb@optonline.net R
3. THE ARCHITECT/ENGINEER HAS INDICATED AND ESTIMATED CERTAIN CONDITIONS EITHER NOT c) THEY SHALL HAVE BEEN ACCEPTABLE PRIOR TO THE EFFECTIVE DATE OF THE CODE. 17 /18 P. Plumbing Layout tax map#: 1000-3l.- 12- 5.1
architect: SHOWN OR NOT CONSIDERED RELIABLE ON OLDER DRAWINGS FURNISHED TO THE ARCHITECT, OR 4. ALL MASONRY UNITS SHALL CONFORM TO THE BUILDING CODE. 18 / 18 E.01 Electrical Layout
studio a/b architectsNOT MEASURABLE DUE TO ABSENCE OF DRAWINGS, OR INACCESSIBLE TO VERIFY IN THE FIELD 5. THE CONTRACTOR SHALL OBTAIN EQUIPMENT USE PERMITS REQUIRED IN ACCORDANCE WITH
PRIOR TO PREPARING THE DRAWINGS. THE BUILDING CODE.
651 WEST MAIN STREET 6. ALL NEW INTERIOR WALL AND CEILING FINISHES SHALL HAVE A FLAME-SPREAD CLASSIFICATION OF
RIVERHEAD, NY 11901 4. ALL WORK ON THESE DRAWINGS SHALL BE CONSIDERED NEW WORK WHETHER STATED OR NOT, NOT GREATER THAN 200, SMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450, AS PER SECTION
T:631 591 2402 EXCEPT WHERE SPECIFICALLY NOTED AS"EXISTING TO REMAIN". R302.9 (NYS RESIDENTIAL CODE).
F:631 323 1426 7. ALL NEW THERMAL AND SOUND-INSULATING MATERIALS SHALL COMPLY WITH SECTION R302.10(NYS
e-mail: glynis@studioabarchitects.com 5. COORDINATION OF ALL WORK UNDER THIS CONTRACT SHALL BE MAINTAINED TO ENSURE THE RESIDENTIAL CODE)]SECTION 807(NYS BUILDIG CODE).
QUALITY AND TIMELY COMPLETION OF THE WORK/PROJECT. 8 THE CONTRACTOR IS RESPONSIBLE FOR FILING APPLICATIONS AND OBTAINING PERMITS FOR
SCAFFOLDING,ANY OTHER CONSTRUCTION EQUIPMENT OR PUBLIC PROTECTIVES REQUIRED TO
6. THE CONTRACTOR SHALL DISCONNECT AND/OR REMOVE ANY EXISTING PLUMBING, ELECTRICAL ENSURE SAFETY OF OPERATION.
FIXTURES,WIRE CONDUITS, OR OTHER WORK WHICH MIGHT INTERFERE WITH THE WORK OF THIS
CONTRACT.
7. THE CONTRACTOR SHALL PATCH AND REPAIR ALL DAMAGED OR EXPOSED SURFACES DUE TO ZONING:
CONTRACT WORK.ALL NEWLY INSTALLED, PATCHED WORK AND ALL AFFECTED AREAS SHALL BE
FINISHED SO THAT THE ENTIRE HORIZONTAL OR VERTICAL SURFACE TO THE CLOSEST CORNER IN ZONED: R40
ALL FOUR DIRECTIONS MATCHES SCHEDULED CONDITIONS.
8. FURNISH ALL NECESSARY NEW MATERIALS AT NO ADDITIONAL COST TO THE CLIENT FOR THE REQ. AA) EXISTING PROPOSED
(**NONCCONON FORMING LOT)
FOLLOWING CONDITIONS: LOT AREA ........................... *12,500 ................................. 18,798 .......................... 18,798 (N/C,AS EXISTING)
a) ANY ALREADY COMPLETED WORK THAT HAS BEEN REMOVED OR DAMAGED IN ORDER TO BUILDABLE LAND ............................................................... 16,207 .......................... 16,207 (AS EXISTING)
PERFORM THE CONTRACT WORK. LOT WIDTH ......................... *100 ...................................... 86.68 ............................ 86.68 (N/C, AS EXISTING)
b) TO FURNISH THE WORK OF THIS CONTRACT IN WORKMANLIKE MANNER. LOT DEPTH ......................... 175 ........................................231.38 ........................... 231.38 (AS EXISTING)
9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL FRONT YARD...................... **35 ....................................... 102.6 ............................. 69.00
WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, DISTORTIONS AND OFF 1 SIDE YARD ....................... **10 ....................................... 10.4 .............................. 10.17
ALIGNMENTS ACCORDING TO CODES AND STANDARDS OF GOOD PRACTICE. 2 SIDE YARDS ..................... **25 ....................................... 24.5 .............................. 24.29 (N/C,AS EXISTING)
10. DETAILS NOT SHOWN OR SPECIFIED BUT NECESSARY FOR PROPER AND ACCEPTABLE REAR YARD .........................**35 ........................................56.3 .............................. 56.3 (AS EXISTING)
CONSTRUCTION INSTALLATION OR OPERATION OF ANY PART OF THE WORK AS DETERMINED BY
LIVABLE FLOOR AREA.......850 MIN. ..............
CLIENT OR ARCHITECT/ENGINEER SHALL BE INCLUDED IN THE WORK THE SAME WAY AS IF HEREIN BUILDING AREA.................. HOUSE 1,922 .............................. 1,922 (AS EXISTING)
SPECIFIED OR INDICATED. DECKS 329 .............................. 329 (AS EXISTING)
11. WHERE MANUFACTURER'S NAMES AND PRODUCT NUMBERS ARE INDICATED ON DRAWINGS, IT 130 .... SUNROOM...... 130 'WINDOW NOTES:
SHALL BE CONSTRUCTED TO MEAN THE ESTABLISHMENT OF QUALITY AND PERFORMANCE PORCH 64 .............................. 64 (AS EXISTING) No. Description Date
STANDARDS OF SUCH ITEMS.ALL OTHER PRODUCTS MUST BE SUBMITTED TO THE ARCHITECT FOR 1 SHED 135 .............................. DEMOLISHED 1. ALL WORK IS TO CONFORM TO ALL APPLICABLE REQUIREMENTS OF LOCAL GOVERNING CODES, NYS. 1 Revision 1 11/4/2023
ADDITION ...I.......................... 779 DEPT, OF LABOR, INDUSTRIAL LABOR CODE, RULE 21, HEALTH CODE, FIRE DEPARTMENT 2 Revision 2 11/30/2023
APPROVAL BEFORE THEY SHALL BE DEEMED EQUAL, TOTAL 2,580 ............................. 3,224 REGULATIONS, NBFU AND UTILITY CODES OSHA CODES AND NYS BUILDING CODES.
COVERAGE ........................ 20%MAX. ............................ 15.92% .......................... 19.89% 2. ALL EXTERIOR WINDOWS TO MEET LARGE MISSILE IMPACT TESTING AND 130 MPH 3 SEC. GUSTS.
12. FIRE STOPPING SHALL BE INSTALLED AT ALL PENETRATIONS OF FIRE RATED CONSTRUCTION AS GFA .................................... 2,876 MAX............................ 1,922 ............................. 2,831 3. SAFETY GLASS REQUIRED IN ACCORDANCE WITH NYSBC SECTIONS 714.2.6, 714.3,AND 2406.
PER SPECIFICATIONS. HOUSE 1,922 .............................. 1,922 (AS EXISTING) 4. ALL CONTINUOUS INTEGRAL PULLS TO HAVE ROUNDED AND SMOOTH EDGES.
SUNROOM - ..............................130 5. INTERIOR WINDOW SILL STOOLS AND APRONS SHALL HAVE CLOSED END CAPS, SAME GAUGE AS
13. SIZE OF MASONRY UNITS AND WOOD MEMBERS ON PLANS, BUILDING ELEVATIONS AND SECTIONS ADDITION 779 STOOLS.
ARE SHOWN AS NOMINAL SIZE.
1 TOTAL 1,922 ............................. 2,831 .,
HEIGHT IN FEET .............:... 35 MAX. ................................ 12.6' +1. ......................... 20.8' �.
14. DIMENSIONS ON PLANS ARE INDICATED FROM SURFACE TO SURFACE BETWEEN WALLS, HEIGHT IN STORY ' 2.1/2 MAX. ............................ 1 2
PARTITIONS AND OTHER ITEMS EXCLUSIVE OF FINISHES, UNLESS NOTED OTHERWISE. DOOR NOTES:
PYRAMID LAW ................... 10+45deg'....................................................................... See ?raing\
15. PROVIDE GUARDS, RAILS, FENCES,CATCH PLATFORMS, DECKING, NIGHT LIGHTING, ETC.,AS
Al .1....ALL EXTERIOR DOORS SHALL HAVE A MAXIMUM OPENING FORCE OF 8.5 LBS,AS PER ANSI 117.1
REQUIRED BY THE REGULATING AGENCIES TO PROVIDE ADEQUATE PROTECTION. 2. ALL EXTERIOR DOORS WITH GLAZING TO MEET LARGE MISSILE IMPACT TESTING AND 130 MPH 3 SEC.
GUSTS.
16. THE CONTRACTOR SHALL KEEP WORK SITE FREE FROM DEBRIS AND ACCUMULATED REFUSE, 3. ALL DOORS TO HAVE SAFETY GLASS IN COMPLIANCE WITH SECTION 2406(NYSBC).
AND SHALL HAVE SOLE RESPONSIBILITY FOR PROTECTING ALL DANGEROUS AREAS FROM ENTRY BY CODE�CO M P L IAN C E:
SUMMARY OF WORK UNAUTHORIZED PARTIES.SITE WILL BE LEFT BROOM CLEAN AT THE END OF EACH WORKING DAY a
L) Use(s)and Occupancy Classification(s):Single Family Residence
THE SUMMARY OF WORK SHALL INCLUDE BUT IS NOT LIMITED TO: 17.THE CONTRACTOR SHALL MAINTAIN FREE AND UNOBSTRUCTED ACCESS FROM ALL SPACES AND 2.) Height and Fire Area: 21.3',2 stories; Fire Area n/a +:
ADJACENT SPACES THE EXTERIOR OF THE BUILDING AT ALL TIMES. 3.) Type of Constructibn.:.Type VB,2x4(as existing) and 2x6 (addition)platform construction
4. Structural Design criteria: .Engineered. OTHER NOTES: '
1.ADDITION OF AN ATTACHED GARAGE '- .. ) 9
1.1 2-CAR GARAGE. 18.THE CONTRACTOR SHALL, UNLESS OTHERWISE PROVIDED IN THE CONTRACT DOCUMENTS, 5.) Framing elements: See Structural Drawings
1.2 MUD ROOM CONNECTING GARAGE AND MAIN HOUSE. SECURE AND PAY FOR REQUIRED INSPECTIONS, PERMIT(S), FEES, LICENSE AND INSPECTIONS 6.) Design load calculations: See Structural Drawings 1. SEE STRUCTURAL DRAWINGS FOR ALL CONCRETE, STRUCTURAL PANELS,AND STEEL NOTES AND
NECESSARY FOR THE PROPER EXECUTION OF THE WORK. 7.) Glazing protection: Required(Wind Speed 130 mile zone; 0.3 mile <1 mile to coast line TESTS.
1.3 NON FINISHED STORAGE ABOVE GARAGE. Provide Hurricane resistant rated windows and/or protection panels,as per Window and Door Schedule 2. SEE MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR RELATED NOTES.
2.ADDITION OF AN SUNROOM 19. MINIMALIZATION, SEPARATION,AND RECYCLING OF WASTE ARE ENCOURAGED. 8.) Load paths from roof to foundation: See Structural Drawings 3. SEE A.11 FOR SUMMARY OF NYS ENERGY CODE REQUIREMENTS
2.1 CONVERT EXISTING SOUTHEAST DECK TO AN SUNROOM 9.) Nailing and/or connection schedule,framing details: See Structural Drawings
20.ADDITIONAL NOTES WHICH ARE APPLICABLE TO THE PROJECT MAY BE FOUND THROUGHOUT THE 10.)Means of Egress(R310 Emergency Escape & Rescue Openings): N/A, No bedrooms to be added
3.ALL RELATED PLUMBING AND ELECTRICAL WORK CONTRACT DOCUMENTS. 11.)Plumbing riser diagram: new fixtures to be connected to the existing vent ABBREVIATIONS:
12.)Location of fire protection equipment,i.e.smoke alarm: See Electrical Drawings
21. COPYRIGHT @2023, STUDIO A/B ARCHITECTS 13.)Truss design drawings with certification:n/a AFF ABOVE FINISHED FLOOR INSUL. INSULATION
THE ARCHITECTURAL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STUDIO A/B ARCHITECTS 14.)Energy calculations from design professional:n/a (Prescriptive) ALUM. ALUMINUM INT. INTERIOR
THE OWNER RETAINS THE RIGHT TO INCLUDE OR REMOVE ANY ITEMS ABOVE FROM THE CONTRACT. AND WERE PREPARED AS AN INSTRUMENT OF SERVICE TO THE OWNER AT HIS/HER REQUEST.THEY & AND L.F. LINEAR FOOT
MAY NOT BE DUPLICATED OR USED IN PART OR IN WHOLE FOR ANY OTHER LOCATION, PURPOSE, APPROX. APPROXIMATELY L.P. LOW POINT
PROJECT OR OWNER WITHOUT THE EXPRESS,WRITTEN CONSENT OF STUDIO A/B ARCHITECTS. OTHER REGULATORY REQUIREMENTS: ARCH. ARCHITECT MAT. MATERIAL
2 @ AT MAX. MAXIMUM
Health Department: Not Required No bedrooms will be added BLD'G BUILDING MECH. MECHANICAL
DEC: Not Required Work area is behind more than 10'bluff B.O. BOTTOM OF MEMB. MEMBRANE
22 C.I. CAST IRON MIN. MINIMUM
CONTROLLED INSPECTIONS. Board of Trustee: Permit awarded Converting existing deck to Sunroom is in 100 feet from wetland CL CENTER LINE MTD. MOUNTED
Planning Board: Not Required CLG. CEILING MTL METAL
CONTROLLED INSPECTIONS AND TESTING AS REQUIRED BY THE DOCUMENTS, CLIENT AND THE ZBA: Approved Existing Nonconformance on Both side YARDS requirement p ARCh`7T
SOUTHOLD BUILDING DEPARTMENT FLOOD ZONE: X CLO. CLOSET N.I.C. NOT IN CONTRACT Q•�
�� ARI
CMU CONCRETE MASONRY UNIT NO. NUMBER P�\
THE CONTRACTOR MUST NOTIFY THE ARCHITECT OR ENGINEER FOR CONTROLLED INSPECTIONS AT COL. COLUMN NOM. NOMINAL
CONC. CONCRETE NTS. NOT TO SCALE W
LEAST 72 HOURS BEFORE THE SPECIFIC WORK COMMENCES. i�
CONT. CONTINUOUS PLY PLYWOOD
C.J. CONTROL JOINT O.C. ON CENTER -fit O�
SITE SAFETY AND PROTECTION NOTES: LOCATION MAP: COR. CORRIDOR R RADIUS s 023-10� .,
CU.FT. CUBIC FEET RAIL'G RAILING �,9 �
CU.YD. CUBIC YARD REINF. REINFORCING F N
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SITE SAFETY ISSUES, MEETING ALL DET DETAIL R.D. ROOF DRAIN
JURISDICTIONAL AND OSHA REQUIREMENTS. PROJECT SITE DIA. DIAMETER REQD. REQUIRED
2. SITE SAFETY PROTECTIONS SHALL INCLUDE, BUT SHALL NOT BE LIMITED TO, EGRESS, SCAFFOLDING, DIM. DIMENSION RM ROOMDIM DIMMER SF SQUARE FEET
FIRE PROTECTION, TRIP HAZARDS PROTECTION, ETC.THEY SHOULD ADDRESS ANY POTENTIAL ; DR. DOOR SIM. SIMILAR
INTERACTION BETWEEN THE EXISTING USE, GENERAL PUBLIC AND EXPOSURE TO THE CONSTRUCTION DWG DRAWING SPEC. SPECIFICATION
PROCESS. *, E.J. EXPANSION JOINT S.S. STAINLESS STEEL
ELEV. ELEVATION STD. STANDARD
r� 5
ELEC. ELECTRIC STL. STEEL PROJECT
ENT. ENTRY
TBD TBE DETERMINED Brennen Residence
EQ. EQUAL TEL. TELEPHONE
,} EQUIP. EQUIPMENT TH. THICKNESS
ERV ENERGY RECOVERY VENTILATION T.O. TOP OF
a t i 'J 3^r EXIST. EXISTING TYP. TYPICAL
EXT. EXTERIOR U.O.N. UNLESS OTHERWISE NOTED
FF FINISHED FLOOR V.I.F. VERIFY IN FIELD
FIN. FINISH OR FINISHED W WIDTH
FL. FLOOR W/ WITH
` FLASH'G FLASHING WD WOOD TITLE SHEET
OPTIONS F.P. FIRE PROOFING W.R.B. WATER RESISTIVE BARRIER
MakFT FEET WWF WELDED WIRE FABLIC
THE FOLLOWING ARE OPTIONAL BID ITEMS. PLEASE PROVIDE SEPARATE ESTIMATES ADDING OR La�e
GA GAUGE
SUBTRACTING FROM THE BID PRICE FOR EACH ITEM.THE OWNER WILL DECIDE FINAL INCLUSION OR NOT .! GALV. GALVANIZED
IN CONTRACT. G.C. GENERAL CONTRACTOR
GL. GLASS
(NO OPTION IS SPECIFIED) + GWB GYPSUM WALL BOARD
H OR HT HEIGHT
�; H.P. HIGH POINT Project number 2201
tea roe HRDWD HARDWOOD
Lake HRV HEAT RECOVERY VENTILATION Date 6/7/2023
HVAC HEATING VENTILATING AND
V.i�
s � AIR CONDITIONING Drawn by HA
HORZ. HORIZONTAL Checked by GB rn
O
V
T . 01
M
N
O
N
Scale As indicated
studio a/b architects
(D. 1 D. 1 .4 (D.2 24190 Main Road,
NORTHWEST Orinet, NY 11957
BOU631 3231426
A'9 LLINENDARY glynis@studioabarchitects.com
mailing address:
PO Box 444, Orient, NY 11957
N,' ° 0, client:
I,Sto �ge William & Stacey Brennen
site address:
SITE PLAN IS BASED ON SURVEY
1050 Trumans Path, East Marion, NY 11939
BY JOSEPH A. INGEGNO LAND SURVEYOR
tel: -
PHONE 631 727 2090
� emal : teamsabb@optonline.net
1380 ROANOKE AVENUE
RIVERHEAD, NEW YORK 11901
ax map
LATEST DATED OCTOBER 19,2001
arage o
SURVEY OF PROPERTY
SITUATED AT EAST MARION
TOWN OF SOUTHOLD I 1 11 11 TTI , iffiRii.T111
SUFFOLK COUNTY, NEW YORK -
SC. TAX No. 1000-31-12-5.1
APRIL 24, 2001
OCTOBER 19,2001 ADDED PROPOSED ADDITION
(THE PREVIOUS.ADDITION, NOT THIS PROPOSAL) I EEI I 1E 1E _ 1_77
-
AREA= 18,798.09 sq.ft. R 25) -
S
-
0.432 ac. MAIN ROAD 1 - III I I I IIIIIIIIIIIIIIIIII-III -*AL AL I-III I
CERTIFIED TO:
BE PARELLEL
WILLIAM BRE:NNEN _ Section Perpendicular t0 Northwest Property TO
BOUNDARY
PATRICIA BR.ENNEN
Line
NOTES:
2 1/8" = 1'-0"
s's`-
1. ELEVATIONS;ARE REFERENCED TO N.G.V.D. 1929 DATUM k,
(ADD 1'TO OBTAIN '88 DATUM)
EXISTING ELEVATIONS ARE SOWN THUS: 5_0
2. FLOOD ZONE INFORMATION TAKEN FROM-.
FLOOD INSURANCE RAT MAP no. 36103CO064 G
ZONE AE: BASE FLOOD ELEVATIONS DETERMINED N__
ZONE X: AREAS DETERMINED TO BE OUTSIDE 500-YEAR
FLOODPLAIN
I
= 36" MINIMUM 2 x 2
FENCE POST
WOVEN WIRE FENCE-
(6x6 - 10/10 WWF) _
RELOCATE WATER SERVICE LINEs,o v FILTER CLOTH
TO ALONG NORTH BOUNDARY. % 18'-0"MAX. C.to C, UM g� N No. Description Date
CU. OpE 1 Revision 1 11/4/2023
GRADE z i� 2 Revision 2 11/30/2023
ELECTRICAL OVERHEAD ENTRY SHALL BE FIRE HYDRANT J u EMBED FILTER CLOTH GRADE
L j ,� ,� _U. MIN. 6" INTO GROUND ?
S' '9 � -6"MIN.
REPLACED TO UNDERGROUND SERVICE ? / _ -9,G 1 , J „ -
S V T a� 4�
NOTE:
UTILITY 'Pool F
EA
POLLIL A \ O 1!2 ACRE /AXIMUM D100 LINEARRAINAGE FEETWELLs
cEssPooL /// ,%�`�� NOT USED) \�Fa •v PERSPECTIVE VIEW TYPICAL SILT FENCE SECTION DETAIL
SHED TO BE / iiia- w - - -"-W_ \!�o�
DEMOLISHEDA.01 «/ ,�o� WATER �oqo
/ METERStormwater Management Typical Silt Fence
UTILITY POLE &OO� 3 Details Co 1
LIL#76 2 TO BE REMOVED '4' / STONE&DIRT
A.1 //� �� DRIVEWAY a EXISTING TREE TO BE CUT N.T.S.
FENCE
PROP.2-STORY 'O�; , 1.s'N o.SE
FRAME / �� �� % `-Z 21.E
ADDITION FOUND//// �\y i � PIPE
MINI SPLIT SYSTEM
MULTI ZONE ` ,\ // �►�`'� 4"
GRAVEL,OR FINISHED GRADE PRECAST
EXTERIOR UNIT �` '� Q �e I 1 / �l, \
CONCRETE CAP
\Q��� 8"THICK REINFORCED „
v .. t 24 DIAMETER H2O 6 THICK PRECAST
WELL ����OQ�� / li O ` y0 /�� ��� EXISTING TREE TO REMAIN BEARING SLAB CONCRETE H20TRAFFIC HEAVY DUTY CONCRETE SLAB.
CAST IRON INLET z GRADE
PROP. Cj M PROP. H2O HEAVY DUTY 8'DIA. 4'DEEP GRATE& FRAME
CONVERSION / i N �� // .. % STORMWATER RETENTION LP WITH GRATE , - - -
FROM DECK TO 4" , CLASS 2400 TRAFFIC BEARING z --
SUNROOM j/ o , 16.5 CO � DRAINAGE PIPE FROM GUTTER LEADER, / PRECAST CONCRETE
\ // G��/ 1/4 PER 12 MIN. SLOPE
ON THE SAME N
FOOTPRINT ' ��, / o CHIMNEY �n
i PITCH 114"PER FOOT, MIN. I i CLEAN SAND
,// po`� 80 4 , CLASS 2400 TRAFFIC &GRAVEL
7 I r ���•
_ BEARING DRAINAGE PIPE. ® � -_ FILL
INLET:4 'h
_
/ 5�0 - ®® ® ® ® ® 1/4"PER 12"MIN. SLOPE,
/ - = WELL � I o�o Q ro°9bo o4b-
J ' _- -= EXISTING / � ���� 8� d� ®® ® ® ® ,oao°o°0. I� ��= M -� � ® i
1 STORY I a ®��1 ® ® ® 0. TYP. DIAMETER _ 4' DIA. PRECAST R
' I FRAMED HOUSE' o' / °° "°' I °° CLASS 2400 = CONCRETE ''`
oP - PRECAST CONCRETE Iui
= cFe Y
6pbaV°a PIPE CLEAN---- �= LEACHING RING L>:
g
O
1
• ------- --- - LEACHING RING.
_�
/ \ /. - SAND& _� TYP.
- 00086 000 �°� v
04• o
o° ..
° b
�� ° q4•° . GRAVEL
r• o Z
/ 08 s
�Il',I z \ 0°0'43oodo oao / FILTER FABRIC WRAP - �- --�-- -� FILTER FABRIC 023
b, PROP.WASTEWATER CONNECTION
I I,III o / \ WRAP T F
b 2'-0" - - - 8,-0" DIA. 2'-0" 4' DIA. , .
LP /,' l 1
\ I z0 ' F. L. 1.$ EXISTIN /: N01101 101
SEPTIC TA I� / MIN. MIN. IN THE EVENT POOR 2'-0"MIN. 2'-0"MIN.
0 13 24 ��� / ��' cEssPooL - - - - - - - LEACHING MATERIAL IS
GROUND WAT ENCOUNTERED, GROUND WATER
EXCAVATION IS TO BE
LP IN FRONT YARD: H2O W/GRATE TO GRADE CONTINUED TO SUITABLE LP IN SIDE YARD
MATERIAL AND
oo __ _-.--__- ___ _'.J 4,� \ C� BACKFILLED W/CLEAN
STEP I� wo WOOD t �'Q\\ �`� SAND &GRAVEL FILL. PROJECT
STEPS
/ Q'�5 Q� 20 Stormwater Management RETENSION LP
a� 1.IN � ' �p� �, 4 T ical Detail Brennen Residence
a a zr'•o„
PROP.4' DIA. 3' DEEP STORMWATER RETENTION LP SITE DRAINAGE NOTES:
�u'zo � � 4"DRAINAGE PIPE FROM GUTTER LEADER,
STORMWATER RETENTION CALCULATIONS:
1/4"PER 12" MIN. SLOPE
1.All Below Grade Drainage Pipe shall be 4"Diameter Class 2400 Pipe.
�' F u ADDITION ROOF: 780 SQ. FT. Site Plan
9 �6'., 'o P zo, 2.All Pipe Connections shall provide for Water Ti ht seals to prevent leaka e.
9� o° p p g p g 780 SQ.FT.X 2 INCH/hr RAIN= 130 CUFT
3.All vertical and horizontal changes in Pipe direction shall utilize 90 degree sweeps or a USE V DIA. POOL WITH 42.24 CUFTNF
O combination of two(2)-45 degree angle bends to provide for a uniform flow in all directions.
p 130 CUFT/42.24 CUFTNF = 3.08 VF REQUIRED
°04j PROP. SILT FENCE 4.All Horizontal Drainage Pipe shall have a minimum pitch of 1/4"per foot. USE(1)-LEACHING POOL, 8 FT DIA., 4 FT DEEP
ff` 5.All Class 2400 Pipe connections,where required,shall be fully grouted to Precast
O
191,0„ Concrete Leaching Rings with Concrete Mortar. SUNROOM ROOF: 218 SQ. FT.
1/ /V S12° 6.All Leaching Pools shall have Cast Iron Grate& Frames to Final Grade or Finished
O218 SQ.FT.X 2 INCH/hr RAIN=36.34 CUFT
Paved Surface.
USE 4' DIA. POOL WITH 8.73 CUFTNF
(96 Os7. Leaching pools shall be precast concrete cement structures as manufactured by Suffolk 36.34 CUFT/8.73 CUFTNF =4.17 VF REQUIRED
18 precast inc. or equivalent. USE(1)-LEACHING POOL, 4 FT DIA., 5 FT DEEP Project number 22015
8.All concrete cement used in the manufacturing of precast structures shall develop a
NON-TURF BUFFER AREA 10'LANDWARD OF TOP OF BANK minimum compressive strength of 4,000 P.S.I. in 28 days. Date 6/7/2023
9.All drainage structures shall be placed in acceptable leaching soils. In the event poor
leaching material is encountered, excavation is to be continued to suitable material and Drawn by HA Q
NON-DISTURBANCE AREA LAKEWARD OF TOP OF BANK backfilled as detailed.
Checked by GB o
10. No trench, pit, or other excavation shall be left open and unattended. Excavations shall
be protected as directed by the Architect with fences, barricades and other approved
Site Plan methods. No direct payment will be made. N
0 1
r'
1 1 _ 20'-0�� 11. Invert elevations may be adjusted in the field to meet field conditions. A .
0
N
Scale As indicated
a
(C.2
fiD.2 studio a/b architects
24190 Main Road,
Orinet, NY 11957
NOTES: / 631 3231426
1.ALL EXTERIOR'WALLS AND TRIMS TO REMAIN TO BE REPAINTED
glynis@studioabarchitects.com
2.ROOFS TO REMAIN EXCEPT WHERE PATCHED
3.ALL INTERIOR CEILINGS,WALLS TO REMAIN TO BE REFINISHEDmailing address:
/
4.ALL INTERIOR WOOD FLOOR TO REMAIN TO BE RE-SANDED AND REFINISHED � i \
� PO Box 444, Orient,NY 11957
5.ALL REMOVED DOORS AND HARDWARE TO BE STORED FOR OWNER'S REUSE / \
/
/ \ 2
/
of 2
UTILITY POLE LIL#7A \ client:
(D. 1 William & Stacey Brennen
Attic Storage site address:
(D.5 g / 1050 Tru mans Path, East Marion, NY 11939
/ \ tel: -
/ i \ email: teamsabb@optonline.net
/
PARTIALLY WALL TYPE 1 OR 5
/ \ / SEE A.09 tax map#: 1000-31.- 12- 5.1
4
/ &R / WATER
/ :g / METER
Garage Second Floor Wall Types
/
11-011
(C.2 (D.2
�w
2
o
/ UTILITY POLE LIL#713
TO BE REMOVED / = (D. 1 No. Description Date
(D.5
;Garage _
PARTIALLY WALL TYPE 4 OR 5
SEE A.09.
5
2
2 1 i�✓r�
4
/
D. 1 .5
� � D. 1 .4 Mud Room
/ B4 /' / B2 B2.6 1
/ I
/
/ B2 62.6 / Guest Room Master Be room
- —_ ----_--- -- -_
I rs Floor
-- — ----- ---- _-_---- — -- Y �� _ � �� a Type Layout
/ _ues _ oom— — ---IVI as e�ddroom _ / 1/8 1 -0
PRCHITFC
T
CA4
i
— -- / A2 —— -- --— — — a
oam
C Cb
--_: - ------ _- --- --_-� / Dining Sunroom r TE of
'A 1
B1 B2.2 3 B3
PROJECT
- --- — — REMOVE WINDOW i First Floor Wall Type Layout 2 Brennen Residence
11-011
--_=--- =ivL` ng=foam_ — =---Itchen----- i 31/2
51 1 51 1 31 1 521
1 1
—
2 --- -------- -�-i' Demolition Plan Wall
_
_-- -- / EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR INTERIOR INTERIOR INTERIOR INTERIOR Types
i--=- — DEMOLISH DECK /
JPAA'11 " —- ---_-- _ I /
/ Project number 22015
WALL TYPE W1: WALL TYPE W2: WALL TYPE W3: WALL TYPE 4: WALL TYPE 5: 6/7/2015
B 1 B2.2 CB3 REMOVE[BOOR AND WINDOW Date
SIDING SIDING SIDING 1/2"GWB(OR WRGWB), 1/2"GWB
ON WRB(BLUE SKIN) ON ADHESIVE WRB(BLUE SKIN) ON ADHESIVE WRB(BLUE SKIN) PARTIALLY 1/2"TILE ON TILE BACKER BOARD 2X6 STUDS Drawn by HA
ON 1/2"PLYWOOD SHEATHING ON 1/2"PLYWOOD SHEATHING ON 1/2" PLYWOOD SHEATHING 2X4 STUDS 1/2"GWB
IL
/ ON 2X6 STUDS @16"O.C. ON 2X6 STUDS @16"O.C. ON 2X4 STUDS @16"O.C. 1/2"GWB Checked by GB
/ 1/2"GWB EXPOSED FRAMING INTERIOR 1/2"GWB
Alip I . 02 0
1 First Floor Demolition Plan 2 Wall Types M
Scale As indicated
(c.2
(D•2 2 (D.2 studio a/b architects
24190 Main Road,
/ Orinet, NY 11957
glynis@studioabarchitects.com
mailing address:
POBox 444, Orient, NY 11957
A.09 A.05 A.09 A.05
2
D
A.08 client:
William & Stacey Brennen
A.06 O� A.08 <A.06 O
1 0 / 1 site address:
0 , 1050 Trumans Path, East Marion, NY 11939
GARAGE DOORERHEAD tel: -
^o email: teamsabb@optonline.net
/ 2x6 STUDS WALL tax map#: 1000-31.- 12-5.1
EXTERIOR: SIDING ON WRB
ON 1/2"PLYWD SHEATHING
^o i c�4Z ^� GARAGEINTERIOR: STUDS EXPOSED, 'O
� TYP. IN GAGE
3 (D• 1 3 EXCEPT STAIRWAY PARTITION (D. 1
A.09 LA.092
i
(D.5 ,;� / (D.5 /
Attic Storage
/ Garage
UNLESS OTHERWISE NOTED, NO FINISHES,
RAFTERS, STUDS,AND FLOOR SHEATHING
E/X0OSED /
0'
,
70.X-1
O \
2X6 STUDS PARTITION,
BOTH SIDES 5/8"GWB,
07� PAINTED '
NP,
ROOF RIDGE LINE ` ' 'G .
3.2 o
INSTALL(2)-1 3/4"X 51/2" LVL X07
'� No. Description Date
2 ,' P PROVIDE INSULATED '
ACCESS HATCH
A.06 / x.06
A.05 r A.05
D
D.
. 1 .4
o, -
+ � Mud Room
2
NEW ROOF
rn
A.07 A.07
00
FLUSH I io ti
-
--L----------- ----------------
CA!
--------------
A
A5
EXISTING ROOF
EXISTING HOUSEI aster Bedroom
m
D. 1 .5 B4 5
D. 1 .564 3 A.03
�./ All7 A.07
Garage Second Floor Plan 5 First Floor, Callout at attached Garage -
1/4" = 1'-0" 1/4 1 0 - .z2 - - - - - - - - -
- - - - -
I � D. 1 ��0 AR Cy7Tcc
0.5 ( p.R1rC
12U
z ,
Y
l Living Room Kitchen D. 1 .5'� ^ q
EXISTING NO SCOPE OF WORK EXISTING, EXCEPT ^�
( > WINDOWS ON EAST EXISTING
WALL TO BE WINDOWS HERE .
REMOVED TO BE REMOVED
SOUTH WINDOW TO B2 B2.
I I ,
B2.2 BE REPLACED WITH D• 1 .4
SLIDING PATIO DOOR
T A5
--
- - - - - - - - - - - - - - - - - - -
2 - - I r I PROJECT
l'
REPLACE WINDOW - �rL� Brennen Residence
j ! PROVIDE INSULATED WITH A PATIO DOOR llI
' LOCATE TO LEAVE
WALL AT ITS EAST SIDE �
ACCESS HATCH A4 I
EXISTING `* �� I� - _
DECK Ill AS MUCH AS POSSIBLE
II Dining Sunroom
- � - - A3
II
� � � EXCEPT
.0 � EXISTING T
A 7 � T
i
I �
� DOOR AND WINDOW ON
B4
EAST WALL TO BE REMOVED o
_ a Floor Plans
I
PATCH WALL AND REPAINT '
, I
I I
CIO
I � `
2'-0" 6'- 1 1/2" 5'-3" Al Project number 22015
16'- 10"JOW Date 6/7/2023
1 BE REMOVED 13'-4 1/4"+/- 3 61 62.2 63 To
XISTING DOOR ANDrawn by HA 2
Checked by GB o
ti
v
First Floor- Calllout at Sunroom 2 First Floor Ke Plan A . 03 0
N
4 1/4" = 1'-0"
A.04 Scale As indicated
\ Exterior Finish Schedule studio alb architects
/'� (C,2 (D.2 i 24190 Main Road,
Construction Exterior Finish Color Notes
�' j Orinet, NY 11957
631 3231426
Wall Horizontal Siding to match existing to match existing glynis@studioabarchitects.com
A.05 Trim Match existing, or 1x4 to match existing
/ 2 Soffit 1/2" PVC board white mailing address:
A.06 Fascia 1x2 Cedar, stained light gray
PO Box 444, Orient, NY 11957
Roof Asphalt Shingles to match existing to match existing Where slope is less than 4" per 12", install entirely single ply TPO waterproofing under the
asphalt shingles
/ \
(D. 1 client:
(D.5
EXTERIOR FIN'S" NOTES: William & Stacey Brennen
\ 1. IF REQUIRED, PROVIDE FINISH SAMPLES ON THE SPECIFIED MATERIALS.
\ site address:
1050 Tru mans Path, East Marion, NY 11939
tel: -
email: teamsabb@optonline.net
3�
/ D. 1 .5 '�',�j. ' tax map#: 1000-31.- 12- 5.1
j 2 ' NEW WALL NEW ROOF NEW WALL
i
A.06 O� 1
i
\ B2 D. 1 .4
EXISTING ROOF
A5 - 0
�r
/ I
\ REPLACE ROOF WITH �-� NEW WALL TO
LOWER SLOPE ROOF
B1 MATCH SOPE O EXISTING B2.2 EXISTING
MATCH B3 4
\ MAIN ROOF
i
c?
A4 / / EXISTING ROOF N
z
r
z
- A3
N
/ \
% \ r CO
i
J
/ m
No. Description Date
z
i
cn
X
� w
rh First Floor
, - - — — - - -- - - - - - - - - - - - - ----
i. JII
Al
\ I I
2 EXISTING WALL I NEW TRIM TO MATCH EXISTING WALL
B 1 63 / EXISTING,TYP.
\Key Plan for Elevations n South Elevation
3/32" = 1'-0" 1/4" = 1'-0"
NEW ROOF NEW FASCIA 1X12 CEDAR STAINED
ASPHALT SHINGLES
STYLE AND COLOR TO MATCH EXISTING
Al A2 A5
EXISTING < PROP.
ftp SD AR
Cyi
1 2 ��5 �p�U Atn? T�
A.07 A.07
A3 ,
I i I
'qr 0 3.7 t0�
F OF NEIN /
I I I
NEW ROOF
Addition Second
— Floor
31' - 10
PROJECT
Brennen Residence
� I
NEW WALL IU
Elevations 1 and
-- -- — — — — First Floor Exterior Finish
l' -:10 1/2":
Schedule
TRIM TO MATCH EXISTING,TYP.
EXISTING WINDOWS TO BE REMOVED NEW WALL SIDING TO MATCH EXISTING Project number 22015
PATCH WALL TO MATCH EXISTING Date 6/7/2023
Drawn by HA
3 East Elevation Checked by GB o
A . 04
M
N
O
N
Scale As indicated
studio a/b architects
24190 Main Road,
Orinet, NY 11957
3 1 631 3231426
09
glynis@studioabarchitects.com
A09
A. .
mailing address:
(D.5 ( PO Box 444, Orient, NY 11957
client:
EXISTING NEW ROOF William & Stacey Brennen
site address:
1050 Trumans Path, East Marion, NY 11939
tel: -
NEW SUNROOM email: teamsabb@optonline.net
WALL
tax map#: 1000-31.- 12-5.1
NEW LOW SLOPE ROOF I ! !
Addition Second
FI orma
31' - 10 P2"
� I I
ILA
I i I i
i
I �
- -- ------ - - - - -
First or
REMOVE EXISTING WINDOWS
PATCH WALL TO MATCH
No. Description Date
NEW WALL
n Southeast Elevation
1
A.08
(D. 1 (D.2
EXISTING NEW
I �
2
0
LU
NEW O
SUNROOM I z
N ��5'(ERE
pg9
m
Z Qk.�\�EAKI q,9z y�
0
4 4i�
Addition Second -
--� — _ _Floor -
_
31' - 10 1/2" —�
iLL
i
PROJECT
LAU L-�,,U FIUF
Brennen Residence
- I
First Floor
21' --10 1/2"
Elevations 2
n North Elevation
Project number 22015
Date 6/7/2023
Drawn by HA
Checked by GB
M
O
A . 05 '0
M
N
O
N
Scale 1/4" = 1'-0"
studio a/b architects
24190 Main Road,
Orinet, NY 11957
1 3 631 3231426
(C.2 A.09 A.0 5glynis@studioabarchitects.com
'
mailing address:
PO Box 444, Orient, NY 11957
I I
-
NEW EXISTING client:
William & Stacey Brennen
site address:
1050 Tru mans Path, East Marion, NY 11939
tel: -
email: teamsabb@optonline.net
tax map#: 1000-31.- 12- 5.1
F1 Ll/_1\1
Addition Second
_ Floor
V[7-31' - 10 1/2"
I
i
II
I I
First El
Floor
21' -=10 1/2
No. Description Date
1 West Elevation
1/4" = 1'-0"
(D.2 D. 1 .4 (D. 1
1
A.08
NEW WALL
I I
N Z
2X12 VALLEY GIRDER � o t.. „ .
1,
'1(0
- t
Addition Second
Floor
PROJECT
Brennen Residence
Mud Room �--�
I ,' I
' First Floor
- — 21' - 10 1/2" Elevations 3
A
�I I I I I ISI I ISI I I�� I ISI I I�
Project number 22015
Date 6/7/2023
Drawn by HA
Checked by GB °-
n Elevation 9 - acoIP
A. 0 6 "0'
M
N
O
N
Scale 1/411 = 1'-0"
' B1 B2.2 B3
studio a/b architects
EXISTING MAIN ROOF FASCIA AHEAD 24190 Main Road,Orinet, NY 11957
NEW LOW SLOPE SHED ROOF 631 3231426 SLOPE TO MATCH EXISTING MAIN glynis@studioabarchitects.com
ROOF I mailing address:
ASPHALT SHINGLES
ON SINGLE PLY TPO SHEET PO Box 444, Orient, NY 11957
MEMB. ENTIRELY
ON 5/8"MIN. PLYWD SHEATHING
I ON 2X8 RAFTERS @16"O.C. I
5 1/2"R19 MINERAL client:
WOOL BATT
INSULATION William & Stacey Brennen
site address:
1050 Trumans Path, East Marion, NY 11939
tel: -
EXISTING ROOF CONST. email: teamsabb@optonline.net
1/2"GWB PAINTED
tax map#: 1000-31.- 12-5.1
CUT OFF EXISTING EAVES
PATCH WALL SMOOTHLY
PROVIDE EAVE VENT
REPAINT
EXISTING SIDING
—
D ing Sunroom
1/2"GWB PAINTED SUN ROOM WALL
SIDING TO MATCH EXISTING
ON WRB
ON 1/" PLYWD SHEATHING
HW FLOORING ON 2X4 STUDS @16"O.C.
ON 3/4"PLYWD SHEATHING 3 1/2"R13 MINERAL WOOL BATT INSULATION
ON 2X10 JOISTS
_ _ First Floor
21' - 10 1/2"
CONTINUOUS ' • ,
;2"R10 RIGID USE HANGERS` "
,INSULATION. a
ON ALL SIDES; `.2"RAT SLAB..
ON DAMPPROOFING SHEET ' a
ON UNDISTURBED SOIL r _ (2)-2X12 RAFTERS No. Description Date
EXISTING FOUNDATION WALL NEW FOUNDATION WALL
(ASSUMED)
—I I El I I- I —F-7:1 I I -
1
TI W-E Section thru Su I room FF
Li
I-
COLLAR BEAM
EXPOSED STUDS RAFTERS
3 EXPOSED STUDS
A.07
A5 _
D. 1 .5 NEW ROOF NEW ROOF
ASPHALT SHINGLES ASPHALT SHINGLES
ON TPO SINGLE PLY WATERPROOFING ON TPO SINGLE PLY WATERPROOFING
ON MIN.5/8" PLYWD SHEATHING 2 ON MIN. 5/8"PLYWD SHEATHING Attic Storage
ON 2X12 RAFTERS @16"O.C. A.07 ON 2X12 RAFTERS @16"O.C.
B4) I
� 11111I
EXISTING
ROOF
RAILING WALL
1/2"GWB WRAP
FLUSH -7ON 2X4 STUDS
i
Addition Second Addition Second
Floor Floor
31' - 10 1/2" — — — — I — — — — — — 31' - 10 1/2"
_(EKED Aqc
�._
1/2 GWB PAINTED 1/2 GWB PAINTED
EXISTING WALL ! C?F NE"S
r
Mud Room Mu Room Garage
I
PROJECT
UNDER STAIRCASE Brennen Residence
LLJ 518"TYPE X GWB
FLOOR ( WRAP
3/4"HW FLOORING FLOOR
ON 3/4"PLYWD SHEATHING 3/4"HW FLOORING
ON 2X10 @16"O.C. ON 3/4"PLYWD SHEATHING
ON 2X10 @16"O.C.
USE '
HANGERS Building Sections 1
First Floor _ First Floor
— — 121' - 10 1/2" — — — 21' - 10
1/2
6X6 WWF
CONTINUOUS ,
— II— II— I -- 1 — I —III II—II RAT' —
_ CONTINUOUS'. :2 , SLA —I —
_ ,'2"R10 RIGID INSULATION' 2" RAT SLAB" _
` 2"R10RIGID . ; - D�J'DAMpPROUFING _I I—III I I— I —I I — I - — — — —
-- INSULATION , , ' ' SHEET — _ II ON ALL SIDES', ON DAMPPROOFING SHEET' . Project number 22015
-- — _ - VERTICAL+ HORIZONTAL. ; , ,
ON ALL SIDES; I I I— —I I I I — — — _ —
', 'TOTAL>2' BELOW GRADE Date 6/7/2023
1 11= I. 1 I I=1 I I—III=1 11= a a 4';a Drawn by HA
--I I I— I M I I I I I i —— I I �— I—I— —�—�—�— Checked by GB
= 1-I I FE I= I I - 1 11-I 1—1 I I-1 -
I
I ,
2
Typical
ME Section thru Much Room 3 1/2ica11S-0N Se tion thru Mud Room M
. 0A7
N
ti
Scale 1/2" = 1'-0" co
studio a/b architects
24190 Main Road,
Orinet, NY 11957
631 3231426
glynis@studioabarchitects.com
mailing address:
PO Box 444, Orient, NY 11957
client:
William & Stacey Brennen
site address:
1050 Trumans Path, East Marion, NY 11939
tel: -
email: teamsabb@optonline.net
tax map#: 1000-31.- 12-5.1
ROOF
ASPHALT SHINGLES
(D.G ON ASPHALT FELT 1
`1 ON 5/8"MIN. PLYWD SHEATHING A.09
(C.2
ON 2X12 RAFTERS @16"O.C.
I I
I I
ROOF INo. Description Date
ASPHALT SHINGLES
ON TPO SINGLE PLY WATERPROOFING MEMB.
ON 5/8" MIN. PLYWD SHEATHING
ON 2X12 RAFTERS @16"O.C.
3
09 RAFTERS AND ROOF SHEATHING EXPOSED
2X6 STUDS EXPOSED
2 1/2"GWB PAINTED
EXISTING HOUSE A.09 ON 2X6 STUDS @16"O.C.SEE A.09FOR THE AREA SIDING TO MATCH EXISTING
FINISHED ON WRB
��l%%% ON 1/2"PLYWD SHEATHING
,' ,' `�
— NEW ROOF CONTINUES TO EXISTING Attic Storage
2X4 STUDS RAILING WALL
3/4"PLYWD SHEATHING EXPOSED 2X6 STUDS EXPOSED
b ON TJI 560 11 7/8"@16"O.C.
M Addition Second
Floor
31' - 10 1/2"
1/2"GWB PAINTED
5/8"FIRE RATED GWB PAINTEDAE a4,90"
N�A
02378'1 Q�
1 °
2X6 STUDS EXPOSED FoE�y
qL
MU Room Garage
2X6 STUDS W/5 1/2"MINERAL WOOL
BATT INSULATION
PROJECT
_ 5/8"FIRE RATED
HW FLOORING GWB PAINTED ,4 CONCRETE SLAB Brennen Residence
ON 3/4"PLYWD SHEATHING 1/2"WRGWB ON 2X6 ON DAMPPROOFING SHEET
ON 2X10 @16"O.C. STUDS ON UNDISTURBED SOIL
First Floor
— — — — — — — — — — — — — 21' - 101/2..
a
I— CONTINUOUS _ 6X6 WWF
Building Sections 2
'2"R10 RIGID
INSULATION r -
= . ',ON ALL SIDES 4"RAT vlrAB a;
_ 'ON-DAMPPROQFING
SHtLT 4'
— — °. I I—I I ( I I— I I—I I "I— •°p` •�^' Project number 22015
a.
Date 6/7/2023
Drawn by HA
Typical S-N Section thru attached Garage Checked by GB o
1
and Mud room_
1/211
= 1 -0
A . 08 M
N
O
N
Scale 1/2" = 1'-0"
studio a/b architects
24190 Main Road,
1xX WOOD (D• 1 Or nett, NY 1 957
PAINTED,TYPE 14'-8 1/2" 5\1/2" 631 3231426
FLOOR glynis@studioabarchitects.com
1xX WOOD 3/4"SHEATHING
WALL THI KNESS + 1/4" o POLYURETHAN EXPOSED EXPOSED 2X6 STUDS mailing address:
PO Box 444, Orient, NY 11957
Sk0
ACRYLIC client:
1/8"TYP. URETHANE SEALANT 1X2 POLYURETHANE
PAINTED,TYPE A o 1/2"GWB UP TO GUARD WALL William & Stacey Brennen
M SADDLE FOR 3/4"GAP HEIGHT, PAINTED
GWB WOOD PANEL ABOVE RAIL WALL, STUDS EXPOSED
'v site address:
PAINTED POLYURETHAN 1050 Trumans Path, East Marion, NY 11939
Addition Second
_ Floor tel: -
- — — — — _ — — — email: teamsabb@optonline.net
4 IM T ical Interior Coping Detail 5 Misc-Typical Interior Coping Detail Altrnative 31' - 10 1/2"
1" - 1'-0" 1" - 1'-0" tax map#: 1000-3l.- 12-5.1
1/2"GWB PAINTED
5/8"FIRE RATED GWB
PAINTED
10'-6" 3'-9"
91. -
o �
o �
Garage
ROOF 00
ASPHALT SHINGLES
ON ASPHALT FELT
ON 5/8"MIN. PLYWD SHEATHING
ON 2X12 RAFTERS @16 O.C.
518"FIRE RATED GWB
24'-0" PAINTED
I
(D.2 (D. 1 -
M ,
First Floor
21' - 10 1/2" ° d
be d
No. Description Date
n Section thru Stairway
2X6 COLLAR TIES @
1/2" = 1'-0"
48"O.C., PAINTED
I
2X12 RAFTERS AND ROOF SHEATHING EXPOSED
(D. 1 D. 1 .4
FASCIA:
1X2 ON 1X12
CEDAR STAINED
rill,
Attic Storage STUDS EXPOSED
00
,
2X6 STUDS EXPOSED
io
3/4"PLYWD SHEATHING TOP OF FLOOR SHEATHING LELEL STUDS EXPOSED
EXPOSED 3/4" BELOW F.F. LEVEL
1/2"GWB ON 2X6 STUDS
ON TJI 560 11 7/8"@16"O.C.
AREA MIRROED OF RAILING WALL
ON THE OTHER SIDE OF STAIRCASE
Addition Second Addition Second
Floor - - - - -- - --- - - - - - - - - - - - - - - - Floo
- r
31' - 10 1/2" - - - k X 4 A X - X 4
Fyyy-va
INSTALL 5 1/2"R23 MINERAL
WOOL BATT INSULATION
BETWEEN STUDS
Roof
L
SIDING TO MATCH 5/8"FIRE RATED GWB PAINTED INSTALL 5 1/2"R23 MINERAL 29' - 10 1/2"
EXISTING WOOL BATT INSULATION
ON WRB
�p ARCy��,
ON 1/2"PLYWD
SHEATHING,TYP. , ��PRV CIA
�
2X6 STUDS @16"O.C. EXPOSED,TYP. '"1
o
' 0231� �
Garage I n
` I
4"CONCRETE SLAB `
ON DAMPPROOFING SHEET PROJECT
ON UNDISTURBED SOIL I Brennen Residence
co 6X6 WWF
First Floor First Floor
—2'V - 10 1—/2" 7. 21' - 10 1/2
_ =1 111 111 I ° : III IIII 111 I IIIA 111 I IIIIIII-III 111 I 1=1 I II 111 I VIII 111 111
E
1/2"GWB ON 2X6 STUDS Building Sections 3
AREA MIN. COVERS
MUDROOM AHEAD
"a
24'-0"
Project number 22015
Date 6/7/2023
Drawn by HA
Checked by GB
0
r
1 Typical E-W Section thru Grage n E-W Section thru Staircase
1/2" = 1'-0" 1/2" = 1'-0" A . 09
0
N
Scale As indicated
Paint Types studio a/b architects
Paint
Product 24190 Main Road,Type Application Hue 1st Coat Fnish Coat Color Orinet, NY 11957
631 3231426
A Interior Gypsum Wallboard Latex Flat 1 or 2 coats Benjamin Moore Regal®Select Premium Interior Paint&Primer, Flat(547). super white glynis@studioabarchitects.com
Spot prime as needed for the repaint.
B Interior Gypsum Wallboard in Wet Location Latex Matte 2 coats Benjamin Moore Aura Bath& Spa Waterborne Interior Paint- Matte(532) super white mailing address:
C Interior Wood Painted Latex Semi-Gloss Benjamin Moore Fresh Start@ Multi-Purpose Latex Primer(N023)or Fresh Start@ High-Hiding 1 or 2 coats Regal@ Select Premium Interior Paint&Primer, Semi-Gloss(551) super white PO Box 444, Orient, NY 11957
All Purpose Primer(K046)
Finish: 1 or 2 coats Regal@ Select Premium Interior Paint& Primer,
Semi-Gloss(K551)
D Interior Wood Clear Finish on Floor Water Base Polyurethane, Low Lustre 2 or 3 coats Benjamine Moore Stays Clear@ Acrylic Polyurethane 423 client:
E Exterior Wood Stained, UV protective Bio-Based Stain Ecoprocote TimberSoy by Eco Safety Products(www.ecosafetyproducts.com, 877 366 7547) 1 coat Ecoprocote AcriSoy(no sheen), or Eco-Tuff High Traffic Clear Coat(gloss) by Eco gray William & Stacey Brennen
Safety Products(www.ecosafetyproducts.com, 877 366 7547) Y
F Exterior Wood Painted Latex Low Lustre 2 coats Benjamin Moore Regal@ Select Exterior Paint High Build Low Lustre Finish(401) to match existing site address:
1050 Trumans Path, East Marion, NY 11939
tel: -
email: teamsabb@optonline.net
Tile Types tax map#: 1000-31.- 12-5.1
Tile# Tile Type Application tile Tile Product tile color tile texture
A Wall 4"x 12"Subway Tile 113athroomwall IDaltiie Vitruvian glazed ceramic, glossy I 1glossy
Room Finish Schedule
Finish
Room# Room Name Floor Base Trim Wall I Ceiling I Comments
1 Garage concrete exposed framing, Stairway partition: 5/8"Type X GWB Painted 5/8"Type X Fire Rated Partially Wall shall be GWB or WRGWB finished. See A.09 for the Area and
GWB painted Type
2 Stairway HW flooring to match 1x4 painted 1x4 painted (Type C) 1/2"GWB painted (Type A)
existing (Type C)
3 Mud Room HW flooring to match 1x4 painted 1x4 painted (Type C) 1/2"GWB painted (Type A) 1/2"GWB Painted (Type A) Treads& Riser, white oak polyurethane, Stringer Painted (Type C)
existing (Type C)
4 Attic Storage 3/4"T&G Plywood Studs exposed, partially around the staircase, 1/2"GWB painted. Rafters exposed Coping: Painted(Type C)
sheathing exposed See A09
5 Sunroom HW flooring to match 1x4 painted 1x4 painted (Type C) 1/2"GWB painted (Type A) 1/2" GWB Painted (Type A)
existing (Type C)
FINISH NOTES:
1. ALL NEW INTERIOR WALL AND CEILING FINISHES SHALL HAVE A FLAME-SPREAD CLASSIFICATION OF NOT GREATER No. Description Date
THAN 200, SMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450, AS PER SECTION R315 (NYS RESIDENTIAL CODE).
2. IF REQUIRED, PROVIDE FINISH SAMPLES ON THE SPECIFIED MATERIALS.
3. MANUFACTURERS:
SOY BASED WOOD SEALER AND STAIN: ECO SAFETY PRODUCTS www.ecoprocote.com, 877 366 7547
Door Schedule
Mark Room DoorType Dim Product Finish Frame and Trim Lock Set Handle Note
1 Stairway entry Fiberglass Solid Panel in-swing 30"x 80" Therma-True Smooth-Star S1100 painted white white painted Keyed Entry
Door
2 Sunroom Fiberglass Full Glass in-swing 36"x 80" Therma-Tru Smooth-Star coastal, Full painted white white painted Keyed Entry
Door Lite W/Stile Lines I Style No. S118
3 Sunroom Sliding Patio Door 5'x 6-8" Andersen A series 5068 L, coastal white white painted standard Anvers Satin Nickel No grill
4 Mud Room Wood Panel Door 30"x 80" Simpson Wood Interior one-panel, Model painted white white painted Privacy
20 Interior Panel Door, Shaker sticking
5 Garage Fiberglass Panel Door, fire rated 30"x 80" Therma-True Smooth-Star S4800 painted white white painted Keyed Entry 20-minute fire-rated,
equipped with a self-closing
or automatic-closing device
6 Mud Room Wood Panel Door 36"x 80" Simpson Wood Interior one-panel, Model painted white white painted Privacy
20 Interior Panel Door, Shaker sticking
7 Garage Overhead Garage Door 20'x T-6" Amarr, Arm-R-Lite, Clopay, or Style to be determined by Owner
Wayne-Dalton, or eq.
Window Schedule
Type
Mark Count quantity Product Dimentions R.O. Finish Glazing 71;11 Height Head Height Comments
1 12 Andersen 400 Awning 2'-0 1/8"x 2'-0 1/8" 2-0 5/8"x 2'-0 5/8" Exterior&interior white Low-E coastal <varies> <varies>
A21
2 4 Andersen 400 Casement 2'-0 1/8"x 4'-0" 2'-5/8"x 4'-0 1/2" Exterior&interior white Low-E coastal 2'-8" 6'-8" �- D ARC
C14
h'
2.2 2 (1)-mulled:set of 2 Andersen 400 Casement 2'-0 1/8"x 4'-0" 4'-0 7/8"x 4'-0 1/2" Exterior&interior white Low-E coastal 2'-8" 6'-8" Mulled 2-together horizontally w/1/8" f sa ���\AFtI
C14 Aluminum Joining material; RO is for
2-mulled
3.2 4 (l)-mulled set of 2 Andersen 400 Awning 4'-0"x 4'-0" 8'-0 5/8' x 4'-0 1/2 Exterior&interior white Low-E 3'-0 T-0 Mulled
2-together
nI1/8
AP42VAluminum Joining material; RO sf
2-mulled; Hurricane Debris Protection nom* 0231
Panel to be provided ANDERSEN OPTIONS:
4 3 (1)-mulled set of 3 Andersen 400 Casement 2'-7 1/2"x 4'-11 7/8" T-9 1/4"x 5'-0 3/8" Exterior&interior white Low-E coastal l'-8 3/4" 6'-8" Mulled 3-together horizontally w/1/8" 1. ALL NEW WINDOWS SHALL HURRICANE RATED. NO GRILL
CX15 Aluminum Joining material; RO is for 2. SCREEN TRUESCENE
3-mulled 3. CASEMENT &AWNING HW: TRADITIONAL FOLDING STONE FIN.
5 1 Andersen 400 Awning 2-7 1/2"x 2'-7 1/2" 2-8"X 2-8" Exterior&interior white Low-E coastal 3'-2 3/4" 5'-8 3/4" 4. PATIO DOOR HW: ANVERS SATIN NICKEL
AX281
INSULATION NOTES:
1. ADDITIONAL INSULATION SHALL BE INSTALLED TO PROTECT PLUMBING PIPES IN GARAGE CEILING AND PARTITION. PROJECT
Brennen Residence
Insulation Schedule Bathroom Accessory Schedule
insulation# Construction Material Thickness, R value Note _Kumbe_rF Fixture dim. Product Finish Note Schedules
1 Roof/Ceiling, above Mud Room Hybrid, Closed Cell Spray Foam Insulation plus Mineral Wool Batt 3" R19 Spray Foam +7 1/4"R30 No Roof vent required 1 Shower Door 72"High x 54"-60"Wide' Aston Belmore GS 72" High x 60"Wide Hinged Frameless Shower Door with 22" Door Width and Clear Glass, Clear/Black build.com
Insulation between rafters Batt,total R=49 Model:SDR960EZ-MB-6022-1 0
2 Roof/Ceiling, above Sunroom Mineral Wool Batt Insulation between rafters 5 1/2", R23 Roof vent required 2 Shower Pan 32"x 60" Kohler Rely 32"x 60"Shower Base with Single Threshold and Left Drain, Model:K-8459-0 white build.com
3 Exterior 2x6 Walls on Mud Room; Partition Mineral Wool Batt Insulation between studs 5 1/2", R23 3 Toilet Tissue Holder Moen Arlys Wall Mounted Euro Toilet Paper Holder, Model:Y5709BL Black build.com
between Mud Room and Staircase 4 Towel Bar 24" Gatco Glam 24"Towel Bar#4630 build.com
4 Exterior Walls on Sunroom Mineral Wool Batt Insulation between studs 3 1/2", R13 5 Glab Bar 36" Moen 8736PS Polished SS build.com Project number 22015
5 Floor above unconditioned Garage Mineral Wool Batt Insulation between Joists 5 1/2", R23 Apply also side&under 6 Shelf w/Towel Bar 18" Moen CS15207-181CH Chrome build.com
Staircase Date 6/7/2023
7 Shower Basket 11" Ginger Splashables 11" Round Shower Basket, Model:501/PC Polished Chrome build.com
6 Crawl space foundation walls below Rigid Insulation, continuous 2"R10, minimum 2'below grade 8 Wall recessed mount Medicine 24"x 30" Kohler Verdra Mirrored Cabinet, K-99006-NA build.com, Cutout 22-1/2"width x 28-1/4" height Drawn by HA 2
Sunroom and Mud Room cabinet w/mirror 0-
7 Shim space around window and door Fill all along the shim space with flexible spray foam insulation I Checked by GB o
8 Thermal block Rigid Insulation
9 Robe Hook American Standard Studio S 7105210 build.com
3/4", R3.75
A . 10co0
N
I�
Scale 12' = 1'-0"
THERMAL PROTECTION NOTES: studio a/b architects
ENVELOP 24190 Main Road,
Orinet, NY 11957
Insulation: 631 323 1426
RIDGE VENT NOT REQUIRED 1 [303.1]All installed insulation is labeled or the installed R-values provided. glynis@studioabarchitects.com
BY USE OF CLOSED CELL SPRAY FOAM 2 [303.2,402.2.8] Floor insulation installed per manufacturer's instructions and in substantial contact with the underside of the subfloor, or floor framing cavity insulation is in contact with
the top side of sheathing, or continuous insulation is installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. mailing address:
3 [303.2]Wall insulation is installed per manufacturer's instructions. PO Box 444, Orient, NY 11957
4 1303.1.1.1,303.2] Ceiling insulation installed per manufacturer's instructions. Blown insulation marked every 300 ft=.
ROOFING 5 [402.2.4]Attic access hatch and door insulation zR-value of the adjacent assembly.
Fenestration: client:
ASPHALT FELT / 1 [303.1.3] U-factors of fenestration products are determined in accordance with the NFRC test procedure or taken from the default table.
SELF ADHERED WATERPROOF MEMB. ,j Sunrooms:
William & Stacey Brennen
1 [402.3.5] Fenestration in thermally isolated sunrooms in Climate Zones 2-8 have maximum U-0.45. site address:
2 (303.2] Sunroom wall insulation installed per manufacturer's Instructions. 1050 Trumans Path, East Marion, NY 11939
/
SHEATHING 3 [303.2] Sunroom ceiling insulation is installed per manufacturer's instructions. tel: -
�
Air Leakage:
email: teamsabb@optonline.net
SPRAY FOAM 1 [402.4.1.1]Air barrier and thermal barrier installed per manufacturer's instructions.
� INSULATION tax map#: 1000-31.- 12- 5.1
EXPANDING' 2 [402.4.3] Fenestration that is not site built is listed and labeled as meeting AAMA/WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC 400 that do not exceed code limits.
3 [403.6]Automatic or gravity dampers are installed on all outdoor air intakes and exhausts.
FOAM SEALANT /' BATT INSULATION 4 [402.4.1.2] Blower door test @ 50 Pa. <=5 ach in Climate Zones 1-2,and <=3 ach in Climate Zones 3-8.
i CEILING FINISH Post Construction:
TAPE OR SEAL 1 [401.3] Compliance certificate posted.
3/4" RIGID INSULATION /'� ALL JOINTS
SYSTEMS
Plan Review:
1 302.1 403.7 Heating and cooling equipment is sized per ACCA Manual S based on loads calculated per ACCA Manual J or other methods approved by the code official.
METAL DRIP - /' ( � I 9 9 p
/ I
Systems:
1 [403.4] HVAC piping conveying fluids above 105 IF or chilled fluids below 55 IF are insulated to zR-3.
CONTINUOUS BEAD OF SEALANT 2 [403.4.1] Protection of insulation on HVAC piping.
3 [403.5.3] Hot water pipes are insulated to zR-3.
L 7- Mechanical and Water Heating:
1 [403.1.1] Programmable thermostats installed for control of primary heating and cooling systems and initially set by manufacturer to code specifications.
SOFFIT VENT NOT < INTERIOR FINISH 2 [403.1.2] Heat pump thermostat installed on heat pumps.
REQUIRED BY USE OF 3 [403.6.1]All mechanical ventilation system fans not part of tested and listed HVAC equipment
CLOSED CELL SPRAY
FOAM Lighting:
EXTERIOR SIDING CAVITY INSULATION 1 [404.1] 90%or more of permanent fixtures have high efficacy lamps.
WRB(SELF ADHESIVE TYPE)
SHEATHING
I
EXTERIOR WALL TO ROOF CONNECTION WITH CATHEDRAL CEILING
No. Description Date
WOOD FRAME i WOOD FRAME
EXTERIOR SIDING EXTERIOR SIDING >
CAVITY INSULATION I CAVITY INSULATION
WRB(SELF INTERIOR FINISH WRB(SELF INTERIOR FINISH
ADHESIVE TYPE) ADHESIVE TYPE) i
I �
CONTINUOUS BEAD OF ADHESIVE CONTINUOUS BEAD OF ADHESIVE
CONTINUOUS BEAD OF SEALANT
CONTINUOUS BEAD OF SEALANT
TAPE ALL JOINTS �i TAPE ALL JOINTS
HOR.AND VERT. HOR.AND VERT. _
i
I
Insulation Schedule
CAVITY INSULATION ° - insulation# Construction Material Thickness, R value Note
SILL SEALANT ° '. CONTINUOUS BEAD OF SEALANT 1 Roof/Ceiling, above Mud Room Hybrid, Closed Cell Spray Foam Insulation plus Mineral Wool Batt 3"R19 Spray Foam + 7 1/4"R30 No Roof vent required
„ . .a Insulation between rafters Batt,total R=49
2 Roof/Ceiling, above Sunroom Mineral Wool Batt Insulation between rafters 5 1/2", R23 Roof vent required
i 3 Exterior 2x6 Walls on Mud Room; Partition Mineral Wool Batt Insulation between studs 5 1/2", R23
between Mud Room and Staircase
ga a ; ° : • 4 Exterior Walls on Sunroom Mineral Wool Batt Insulation between studs 3 1/2", R13
SILL SEALANT =�^ 5 Floor above unconditioned Garage Mineral Wool Batt Insulation between Joists 5 1/2" R23 Apply also side&under
�° ° 4; ,•a CONTINUOUS BEAD OF SEALANT ° - `• °,' CONTINUOUS 2"R10 RIGID INSULATION Staircase
TERMITE SHIELD "°'" ° a TERMITE SHIELD 21,% a, MIN.2' BELOW GRADE 6 Crawl space foundation walls below Rigid Insulation, continuous 2" R10, minimum 2'below grade
a Sunroom and Mud Room
7 Shim space around window and door Fill all along the shim space with flexible spray foam insulation
CONTINUOUS RIGID INSULATION ' °— _4 8 Thermal block Rigid Insulation 3/4", R3.75
:i MIN.2' BELOW GRADE ,a :, .• = r
' INSULATION NOTES: pct /�(j�C���;
1. ADDITIONAL INSULATION SHALL BE INSTALLED TO PROTECT PLUMBING PIPES IN GARAGE CEILING AND PARTITION. \00�l A R
FOUNDATION TO WALL CONNECTION FOUNDATION TO WALL CONNECTION
� �G� n;.A
W/RAISED FOUNDATION WALL
,t-
0237$ 04
PROJECT
CONTINUOUS BEAD OF Brennen Residence
SEALANT
EXPANDING FOAM < INT. FIN.
SEALANT WINDOW IC RATED RECESSED LIGHTING
INTERIOR FINISH WRB(SELF ADHESIVE TYPE)EXPANDING HOUSING WRAP WITH SPRAY FOAM INSULATION
i EXT. SHEATHING
FOAM SEALANT
CAVITY FLASHING
— — — — — ---
� INSULATION �- --- 1/2"X2"BACK DAM �i SELF ADHERED MEMB. T ical Thermal
i, + SELF ADHERED MEMB. FLASHING
SHEATHING �! CONTINUOUS CONTINUOUS BEAD OF SEALANT Y
BEAD OF SEALANT I?
SELF ADHERED Protection Details
WRB(SELF ADHESIVE TYPE) MEMB. FLASHING EXPANDING FOAM SEALANT
SELF-ADHERED MEMB. i WRB SELF ADHESIVE
FLASHING ( METAL CAP FLASHING
SELF ADHERED MEMB. I TYPE) CAVITY INSULATION
FLASHING E INTERIOR FINISH < WINDOW INTERIOR FINISH (Project number 22015
SIDING EXPANDING FOAM SEALANT (Date 6/7/2023
WINDOW CONTINUOUS BEAD O SEALANT TYPICAL ELECTRICAL BOX ON EXTERIOR WALL
(Drawn by HA
TYPICAL WINDOW JAMB TYPICAL WINDOW SILL TYPICAL WINDOW HEAD CEILING RECESSED LIGHTING
'Checked by GB u,
0
n Thermal Protection Details
A . 11
0
N
1
Scale As indicated
GENERAL NOTES: (AS PER CODE STATE OF NEW YORK AND AMERICAN FOREST& PAPER ASSOCIATIONS WOOD FRAME DESIGN CRITERIA
CONSTRUCTION MANUAL FOR 1 &2 FAMILY DWELLINGS) TABLE R301.2(1) CLIMATE AND GEOGRAPHIC DESIGN CRITERIA studio a/b architects
THE FOLLOWING NOTES ARE TYPICAL, REFER TO ATTACHED DRAWINGS FOR APPLICATION GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD FLOOD
24190 Main Road,
SNOW SPEED DESIGN DESIGN UNDERLAY HAZARD (h) Orinet, NY 11957
1. DRAWINGS ARE NOT TO BE SCALED. USE DIMENSIONS ONLY. CONTRACTOR SHALL CHECK ALL DIMENSIONS AND WEATHER- FROST TERMITE DECAY 631 3231426
CONDITIONS AT JOB SITE. ANY DISCREPANCIES OR OMISSIONS FROM PLANS AND/OR SPECIFICATIONS MUST BE CALLED LOAD (i) (mph) CATEGORY LINE TEMP.(f) -MENT
ING (c) (d) REQUIRED glynis@studioabarchitects.com
TO THE ATTENTION OF THE RECORD ARCHITECT AND SAME CORRECTED WITHIN(5) DAYS AFTER CONTRACT HAS BEEN (g) DEPTH(b)
AWARDED. OTHERWISE CONTRACTOR WILL BE HELD RESPONSIBLE FOR SAME.
mailing address:
2. CONTRACTOR AND/OR SUBCONTRACTORS SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL 20 lbs 130 C SEVERE 3'-0" MODERATE SLIGHT TO 11 YES N/A PO Box 444, Orient, NY 11957
WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSES, DISTORTIONS AND MISALIGNMENT ACCORDING TO HEAVY MODERATE
TO ALL APPLICABLE CODES, STANDARDS,AND GOOD CONSTRUCTION PRACTICES.
3. ALL MATERIALS AND CONSTRUCTION TO BE INCORPORATED IN THE WORK SHALL BE IN STRICT ACCORDANCE WITH THE
LATEST EDITION OF A.S.T.M. SPECIFICATIONS WHERE APPLICABLE AND SHALL CONFORM TO THE STANDARDS AND DESIGN LOADS
RECOMMENDATIONS OF THE VARIOUS TRADE INSTITUTES (A.C.I.,A.I.S.C., S.J.I., ETC.)ARE APPLICABLE. ALL MATERIALS client:
USED IN CONNECTION WITH THIS PROJECT MUST BE NEW MATERIALS UNLESS OTHERWISE STATED, LOCATION LIVE DEAD DEFLECTION LIMIT
4. ALL DIMENSIONS AND CONDITIONS TO BE VERIFIED BY CONTRACTORS PRIOR TO CONSTRUCTION AND PRIOR TO ORDERING SLEEPING 40LBS 10LBS U360 William & Stacey Brennen
MATERIALS.
5. CONSTRUCTION TO CONFORM TO NYS BUILDING CODE, RESIDENTIAL CODE, EXISTING BUILDING CODE, ENERGY ROOM OTHER THAN SLEEPING 30LBS 10LBS U360 site address:
CONSERVATION CODE, FIRE! CODE, PROPERTY MAINTENANCE CODE, PLUMBING CODE, MECHANICAL CODE, FUEL GAS ATTIC(NON STORAGE) 10LBS SLBS U240 -Trumans Path, East Marion, NY 11939
CODE,TOWN OF SOUHOLD CODES,AND ALL OTHER CODES AND REGULATIONS HAVING JURISDICTION. ATTIC (STORAGE) 20LBS 10LBS U240 teel:l: -
6. THESE PLANS ARE DESIGNED TO MEET OR EXCEED THE REQUIREMENTS OF THE NEW YORK STATE BUILDING CODE. WHEN ROOF W/FIN. CEILING 20LBS(SNOW) 15LBS U240 email: teamsabb@optonline.net
BUILDING IN ANY JURISDICTION, EITHER INSIDE OR OUTSIDE THE CODE,VARIATIONS MAY BE REQUIRED. IT IS THE
RESPONSIBILITY OF THE PLAN PURCHASER OR BUILDER TO VERIFY SUCH REQUIREMENTS WITH THE LOCAL CODE OR ROOF NO FIN. CEILING 20LBS(SNOW) 7LBS U180 tax map#: 1000-3l.- 12- 5.1
ENFORCEMENT OFFICER AND TO AMEND THE PROPOSED CONSTRUCTION AS SO REQUIRED. SNOW LOADS HAVE BEEN ADJUSTED TO REFLECT THE SLIDEOFF FACTOR,AS A FUNCTION OF ROOF PITCH.
7. CONTRACTOR SHALL LOCA1fE AND IDENTIFY ALL UNDERGROUND UTILITIES PRIOR TO EXCAVATION. CONTACT ALL UTILITY RAFTER SIZES MAY HAVE TO BE INCREASED TO ACCOMMODATE HIGHER SNOW LOADS.
COMPANIES IF RELOCATION' IS REQUIRED AND/OR REPAIRS.
8. RECORD ARCHITECT IS NOT RESPONSIBLE FOR SUPERVISION, INSPECTION, OR ADMINISTRATION OF THIS PROJECT. WIND BORNE DEBRIS PROTECTION
9. ASSUMED SOIL TO BE SAND OR GRAVEL,WITH MINIMUM TRACES OF DRY CLAY,WITH A MINIMUM BEARING CAPACITY OF 2 WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16"AND A MAXIMUM SPAN OF 8 FEET SHALL BE PERMITTED,
TONS/SQ. FT. PANELS TO BE PRECUT TO COVER THE GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.
10 ALL FOOTINGS TO REST ON VIRGIN, UNDISTURBED SOIL.
11. FOUNDATIONS AND FOOTINGS SIZED FOR BEARING ON VIRGIN SOIL AT MINIMUM BEARING CAPACITY OF 2 TONS PER FASTENER SPACING
SQUARE FOOT WITH A MINIMUM OF 3'-0"COVER.
12. PIER FOOTINGS SHALL EXTEND 6"FROM FOUNDATION ON ALL SIDES AND SHALL BE 12"THICK. FASTENER TYPE PANEL SPAN 4 FOOT 6 FOOT
13. CONCRETE TO BE PLAIN, UNREINFORCED, MINIMUM 2500 PSI,28 DAY SOIL TEST, PREDICATED ON THE ABOVE SOIL <4 FOOT < PANEL SPAN < PANEL SPAN
CONSUMPTION. IF OTHER SOILS ARE ENCOUNTERED, LOWER BEARING VALUES ARE TO BE ASSUMED AND THE <6 FOOT <8 FOOT
FOUNDATION MUST BE REDESIGNED. INDIVIDUAL SITE CONDITIONS MAY ALSO REQUIRE SPECIAL FOUNDATION DESIGN, 2 1/2"#6 WOOD SCREWS 16" 12" 9"
WHICH IS THE RESPONSIBILITY OF THE PLAN PURCHASER OR BUILDER.
14. STRUCTURAL STEEL TO BE,ASTM A36. DETAILED, FABRICATED AND ERECTED PER AISC. 2 1/2"#8 WOOD SCREWS 16" 16" 12"
15. ALL WOOD FRAMING, INCLUDING JOISTS, BEAMS, POSTS, STUDS, ETC.,TO BE DOUGLAS FIR LARCH NO.2 OR BETTER,
UNLESS NOTED OTHERWISE. a. THIS TABLE IS BASED ON 130 MPH WIND SPEED AND A 33-FOOT MEAN ROOF HEIGHT.
b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL
Lumber Design Criteria c. NAILS SHALL BE 10d COMMON OR 12d BOX NAILS
Visually graded lumber d. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO,THEY SHALL BE ATTACHED UTILIZING
Douglas Fir Larch (#2 Surfaced Dry or Green @ 19%maximum moisture content) VIBRATION-RESISTANT ANCHORS HAVING A MINIMUM ULTIMATE WITHDRAWAL CAPACITY OF 490 POUNDS.
All values and factors are from the National Design Specifications for e. WHERE MULTIPLE PANELS ARE NEEDED, USE 2X4 ALONG THE PANEL JOINT
Wood Construction NDS-2001.
Extreme Fiber Stress in Bending (Fb) NAILING SCHEDULE
Single Members Repetitive use Factor Bending Stress
Member Fb(psi)x Cf= Fb(psi)x Cr = Fb(psi) AS PER AMERICAN WOOD COUNCIL'S WOOD FRAME CONSTRUCTION MANUAL FOR 1 &2 FAMILY DWELLINGS
2x6 850 x 1.30= 1105x 1.15 = 1271 JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING
2x8 850 x 1.20= 1020x 1.15 = 1173
2x10 850 x 1.10= 935 x 1.15 = 1075 ROOF FRAMING
2x12 850 x 1.00= 850 x 1.15 =978 RAFTER TO TOP PLATE(TOE-NAILED) 3-10d PER RAFTER
CEILING JOIST TO TOP PLATE(TOE-NAILED) 3-10d PER JOIST
Modulus of Elasticity = 1.60E+06 psi
Horizontal Shear Stress Fv x CH psi CEILING JOIST TO PARALLEL RAFTER(FACE-NAILED) 4-16d EACH LAP
CEILING JOIST LAPS OVER PARTITIONS(FACE-NAILED) 4-16d EACH LAP No. Description Date
16. ALL LAMINATED VENEER LUMBER(LVL)SHALL MEET THE AMERICAN PLYWOOD ASSOCIATION (APA) ENGINEERED WOOD COLLAR TIE TO RAFTER(FACE-NAILED) 3-8d PER TIE
SYSTEM(EWS) STANDARD PRL-501 WITH A STRESS CLASS OF 1.8E-2600F. BLOCKING TO RAFTER(TOE-NAILED) 2-8d EACH END
17. ALL PLYWOOD USED STRUCTURALLY SHALL MEET THE PERFORMANCE STANDARDS AND ALL OTHER REQUIREMENTS OF RIM BOARD TO RAFTER END-NAILED 2-16d EACH END
APPLICABLE U.S. COMMERCIAL STANDARDS FOR THE TYPE, GRADE AND SPECIES OF PLYWOOD AND SHALL BE SO WALL FRAMING
IDENTIFIED BY AN APPROVED TESTING AGENCY.
18. ALL WALL SHEATHING SHALL BE APA RATED STRUCTURAL PANELS CONFORMING TO PRODUCT STANDARD PSI WITH A TOP PLATE TO TOP PLATE(FACE-NAILED) 2-16d* PER FOOT
MINIMUM THICKNESS OF 15/32".THE PANELS SHALL BE APPLIED WITH THE LONG DIMENSION ACROSS THE STUDS. TOP PLATES AT INTERSECTIONS(FACE NAILED) 4-16d JOINTS-EACH SIDE
19. ALL FLOOR AND ROOF SHEATHING SHALL BE APA RATED STRUCTURAL PANELS CONFORMING TO PRODUCT STANDARD PSI STUD TO STUD (FACE-NAILED) 2-16d 24"O.C.
WITH A SPAN RATING CONSISTENT WITH ITS INTENDED USE AND A MINIMUM THICKNESS OF 15/32"(19/32"FOR FLOOR
SHEATHING). HEADER TO HEADER(FACE-NAILED) 16d 16"O.C.ALONG EDGE
20. (INTENTIONALLY LEFT BLANK) BOTTOM PLATE TO FLOOR JOIST,BANDJOIST,ENDJOIST, OR BLOCKING 2-16d PER STUD
21. ALL STRUCTURAL WOOD SHALL BE KEPT 2"BACK FROM CHIMNEYS. (FACE-NAILED)
22. JOISTS HANGERS, ETC.TO 13E "SIMPSON STRONG TIE"OR APPROVED EQUAL FOR FLUSH STRUCTURAL CONNECTIONS. BOTTOM PLATE TO FLOOR JOIST,BANDJOIST,ENDJOIST, OR BLOCKING 2-16d*A PER FOOT
23. GRADING AROUND NEW CONSTRUCTION SHALL SLOPE AWAY AND BLEND INTO EXISTING CONDITIONS. (FACE-NAILED)
PIER FOOTINGS SHALL EXTEND 6"FROM FOUNDATION ON ALL SIDES AND SHALL BE 12"THICK.
24. ALL EXTERIOR FRAMING,AND INTERIOR FRAMING DIRECTLY CONTACT TO CONCRETE OR MASONRY, SHALL BE ACQ FLOOR FRAMING
TREATED LUMBER. FASTENERS TO USE WITH THE TREATED LUMBER SHALL BE STAINLESS STEEL, OR OTHER APPLICABLE JOIST TO SILL,TOP PLATE OR GIRDER(TOE-NAILED) 4-10d PER JOIST
MATERIAL. BRIDGING TO JOIST(TOE-NAILED) 2-8d EACH END
25. ALL HEADERS TO BE(2)2 X 13 UNLESS OTHERWISE STATED. (TOE-NAILED BLOCKING TO JOIST 2-8d EACH END
26. ALL HEADERS TO BE SUPPORTED BY DOUBLE STUDS(TYP), UNLESS OTHERWISE STATED. )
27. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL STAIR AND FLOOR OPENINGS AND UNDER ALL POSTS AND PARTITIONS BLOCKING TO SILL OR TOP PLATE(TOE-NAILED) 3-16d EACH BLOCK
RUNNING PARALLEL TO SAME. LEDGER STRIP TO BEAM (FACE-NAILED) 3-16d EACH JOIST
28. BRIDGING TO BE EITHER SOLID, 1"X 3"OR 18 GA. CROSS BRIDGING, MIN 8'-0"O.C. JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-8d PER JOIST
29. ALL STRUCTURAL WOOD SHALL BE KEPT 2"BACK FROM CHIMNEYS. BAND JOIST TO JOIST(END-NAILED) 3-16d PER JOIST
30. JOISTS HANGERS, ETC.TO BE"SIMPSON STRONG TIE"OR APPROVED EQUAL FOR FLUSH STRUCTURAL CONNECTIONS.
32. FIRE BLOCKING TO CODE R602.8. BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2-16d* PER FOOT
33. INSTALL WALL TO FLOOR AND WALL TO WALL CONNECTION STRAPPINGS ON THE EXISTING SHEATHING AT EVERY STUDS
34. INSTALL HURRICANE TIES AT EVERY RAFTERS,IF NOT EXISTING ROOF SHEATHING
35. PROVIDE COMBUSTION AIR VENTS AS PER NYS ENERGY CODES. STRUCTURAL PANELS 10d 6"EDGE/6"FIELD
36. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE NY BUILDING CODES,THE NY BUILDING CONSTRUCTION MANUAL, 2-8d PER SUPPORT
AND THE NY ENERGY CONSERVATION CODE. 3-8d PER SUPPORT
37. ALL PLUMBING FIXTURES SHALL BE INDIVIDUALLY TRAPPED AND VENTED AS REQUIRED BY NY CODE.
CAST IRON PIPE SHALL CONFORM WITH LOCAL CODE REQUIREMENTS WITH APPROVAL JOINTS, PIPE SUPPORTS AND WALL SHEATHING
CLEANOUTS.
38. HEATING AND COOLING DESIGNS SHALL COMPLY WITH ASHRAE STANDARDS. STRUCTURAL PANELS 10d 3"EDGE/12"FIELD
39. THE GENERAL CONTRACTOIR/BUILDER SHALL MAKE ARRANGEMENTS WITH THE OWNER TO SELECT, PROVIDE AND INSTALL GYPSUM WALLBOARD 5d coolers 7" EDGE/10"FIELD
AS REQUIRED(PER N.E.C, N.E.M.A, NAT. PLUMBING CODE,A.S.M.E.AND A.S.H.R.E. SPECIFICATIONS) ALL HEATING,
VENTILATING AND AIR CONDITIONING EQUIPMENT WHICH ARE NOT OTHERWISE SHOWN ON THESE DRAWINGS. CEILING
40. THE SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY SYSTEM SHALL BE AS REQUIRED BY THE LOCAL BOARD OF SHEATHING
HEALTH. GYPSUM WALLBOARD 5d coolers 7"EDGE/10"FIELD
41. COPYRIGHT @ 2023 STUDIO A/B ARCHITECTS. REPRODUCTION OF THESE PLANS, IN ANY FORM WITHOUT THE WRITTEN f cn,ED q9
CONSENT OF THE ARCHITECT, IS PROHIBITED. THESE PLANS MAY NOT BE FILED FOR CONSTRUCTION PURPOSES IN ANY yCy
BUILDING DEPARTMENT,WITHOUT THE ARCHITECT WRITTEN AUTHORIZATION. ANY USE OF THESE PLANS FOR ANY FLOOR SHEATHING ,Al
�
PURPOSE, OTHER THAN THAT SPECIFICALLY AUTHORIZED BY THE DESIGNER, IS ILLEGAL,AND MAY SUBJECT THE USER n
:_ - �
THEREOF TO THE PAYMENT OF FULL COMMISSIONS. STRUCTURAL PANELS
1"OR LESS 8d 6"EDGE/12"FIELDS
GREATER THAN 1" 10d 6"EDGE/6"FIELD `
uMi
�"3710 OQ�
* NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6"O.C..AT PANEL EDGE. IF WALL SHEATHING 15 P'`- N,V_\11 r
NAILED 3"O.C..AT PANEL EDGEROOMS OTHER THAN SLEEPING TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING '
REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR
PLATES, SHALL BE USED TO MAINTAIN THE LOAD PATH
^ WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF NAILS SHALL BE
PERMITTED TO BE REDUCED TO 1-16d NAIL PER FOOT.
WALL OPENING MEMBER SCHEDULE PROJECT
ROUGH OPENING HEADER HEADER TO NUMBER OF SILL SILL TO WALL Brennen Residence
SPAN WALL JACK STUDS CONNECTION
CONNECTION
8'>=W>6' (2)-2X12 OR 8-16d END- (1)-2X6 (2)-2X6 (3)- 16d
(2)-MICRO 13/4"X NAILED TOE-NAILED
9 1/4"OR LARGER
6'>=W>4' ((2)-2X10 OR 6-16d END- (1)-2X6 (2)-2X6 (3)- 16d
LARGER NAILED TOE-NAILED Structural Notes
4'>=W (2)-2X8 OR 4-16d (1)-2X6 (2)-2X6 (2)- 16d
LARGER TOE-NAILED
UPLIFT CALCULATION, MONOSLOPE ROOF
Tu =Wuplift x(16/12) x U2=36 psf x(16/12)(17.25 ft)/2=4,4
INSTALL SIMPSON H1 HURRICANE TIE AT EACH RAFTER END.
LATERAL LOAD CALCULATION, FOUNDATION HOLDOWN Project number 22015
HOLDOWN FORCE=VxH =6347 Date 6/7/2023
INSTALL SIMPSON HD10A HOLDOWN AT END OF SHEAR WALL
Drawn by HA
LATERAL LOAD CALCULATION, FLOOR TO FLOOR CONNECTION
HOLDOWN FORCE=VxH=3986 Checked by GB u,
o
INSTALL SIMPSON FTAS FLOOR TIE ANCHOR AT END OF EACH r�
SECOND FLOOR SHEARWALL.
S . 01
N
Scale 1/4q-
1 = 1'-0" i
studio a/b architects
24190 Main Road,
Orinet, NY 11957
631 3231426
glynis@studioabarchitects.com
mailing address:
PO Box 444, Orient, NY 11957
client:
SIMPSO William & Stacey Brennen
N SIMPSO
FSC N site address:
MSTA 3SIMPSON 1050 Trumans Path, East Marion, NY 11939
SIMPSON CS200 HDU2 tel: -
@ EVERY STUD SIMPSO email: teamsabb@optonline.net
N CS16
SIMPSON LTS
tax map#: 1000-31.- 12- 5.1
OR MTS
SIMPSON H1 @ EVERY
@EVERY STUDP SIMPSON H6
SIMPSON SP4 @EVERY STUD
SIMPSON LTS @EVERY
SIMPSON LTS @EVERY( SIMPSON HTS16 TWIST
@EVERY SIMPSON SP1 STRAPS
° COMPLIES WITH TABLE 3.36
@EVERY WFCM-1995
SIMPSON H10
SIMPSON H2 @EVERY I ES
COMPLI S WISIMPSDTH TABLEN CS20 3.313,
@EVERY SIMPSON H7 WFCM-1995
SIMPSON H7 @EVERY
SIMPSON
@EVERY SIMPSON H4 LTS OR MTS @ERY C
@EVERY SIMPSON 35F UDSIMPSON C HDU SIMPSON STRONG TIE
@EVERY LTS OR FTA 2 HEADER TO JACK
STUD SPACING SAME AS TRUSS/RAFTER SPACING STUD SPACING DIFFERENT FROM TRUSS/RAFTER SPACING (NTS.) STUD STU
@ EVDERY SIMPSON POST
(NTS.) (NTS.) (NTS.) CS200 (NTS.) (NTS.)
Structural Details- Typical Wall to Roof Structural Details- Typical Wall to Floor Structural Details- Typical Wall to Wall Structural Details- Typical Wall Opening
n
Connections � Connections n Connections
1/2 - 1 -0 1/2" = 1'-0" 1/2" = 1'-0" 112
�ne 1 io0;s
WASHERS No. Description Date
MUST BE
INSTALLED
BETWEEN WASHER
BOLT HEADS MUST BE
OR NUTS INSTALLE
AND WOOD D HERE
N
so
Simpson Strong- r
HDI
5 Structural Details- Typical Holdown Detail
6" = 1'-0"
A13%
4
023��' J
TERMITE SHIELD TERMITE SHIELD TERMITE SHIELD
5/8"DIA.ANCHOR BOLT @ 70"O.C. max. 5/8"DIA.ANCHOR BOLT @ 70"O.C. max. 5/8" DIA.ANCHOR BOLT @ 48"O.C. MAX.
7" MIN, INTO CONC. 7"MIN. INTO CONC. 15" MIN. INTO GROUTED CELLS
NOT MORE THAN 12"FROM CORNERS, NOT MORE THAN 12"FROM CORNERS, NOT MORE THAN 12"FROM CORNERS,
TYP. TYP. TYP.
— 244 REBAR @ 8"O.C. PROJECT
2-#4 REBAR @ —�– 2-#4 REBAR @ 8"O.C.
F°--a =- - z
•\ \ i \ \ \ \; \\__ � IN GROUTED CELLS,_ TYP. Brennen Residence
�i�/ i"/�� ��,�' /'/� -• ' 77777777 i WATER PROOFING TYP.
WATER PROOFING, �G..�R&\15�!i�� .li.�i.!��!/�/�! r.a . lr.
° a- 4 CONC. SLAB W/6X6 WWF 244 REBAR @12„O.C.CONT.TYP.
z �� • ° 244 REBAR @12"O.C. CONT. z ON 6 MIL POLYETHYLENE _z 2"RAT SLAB
A.
2”RAT SLAB ON 6 MIL - ;a DAMPPROOFING z
ON 6 MIL POLYETHYLENE
"o' zg ° • a q" z_ ` •' ON UNDISTURBED SOIL
DAMPPROOFINGPOLYETHYLENE DAMPPROOFINGe WATER PROOFING,TYP.. . Typical
Typ
i ca I Structura
° . Qd 244 REBAR @12"O.C. CONT.TYP.
Details
2" MIN. 2" MINv K" . 2" MIN. 2" MIN. 0'-6" 0,-8„ 0'-6"
0'-8" 0'-8" (2" MIN.) (2" MIN.)
12" MIN. FOR 1 OR 2 STORY FRAMED BLDG 12" MIN. FOR 1 OR 2 STORY FRAMED BLDG 12" MIN. FOR 1 OR 2 STORY FRAMED BUILDING
DRAIN TILE,TYP. DRAIN TILE,TYP. DRAIN TILE,TYP. Project number 22015Date 6/7/2023
CRAWL SPACE CONCRETE FOUNDATION SLAB ON GRADE CONCRETE FOUNDATION ALT. CRAWL SPACE CMU FOUNDATION Drawn by HA
Checked by GB
Structural Details- Typical Crawl Space
0
6 Foundation
S . 02 Lo0
N
Scale As indicated
studio a/b architects
(C.2 (D.2 (C.2 (D•2 24190 Main Road,
Orinet, NY 11957
\ 631 3231426
glynis@studioabarchitects.com
1 1 1 mailing address:
A.09 A.09 / PO Box 444, Orient, NY 11957
A.08
\ / 1
A.08
client:
/ William & Stacey Brennen
site address:
1050 Trumans Path, East Marion, NY 11939
/ tel: -
email: teamsabb@optonline.net
' W \ tax map#: 1000-31.- 12- 5.1
(D. 1 / J (D. 1
D.5 (D.5) % °
0
( 4"CONCRETE / (
SLAB
O O /
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ACCESS HATCH OPENING
170,
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I \
2 I
00
B2 A.07 LO °; 62 B2.6 A.07 (3)-2X10 No. Description Date
A5 -- ---- - — ,A5 —
/ PLUMBING PIPES NEED TO BE
INSTALLED UNDER
10'-6" // 1'-8 7/8" I EXISTING SLAB
` D. 1 .5 ,' 3 D. 1 .5 3
J /
I ` �
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\ B2.6J
\ / I
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EXISTING FOUNDATI\ONS Eo ARCy�T
EXISTING UJ
DECK COST. oY-
FOUNDATION
023 O
/ \ w ` Imo•
ACCESS HATCH
\ B2.2
PROJECT
Brennen Residence
(12 ,' A244
Ir
/
/
i
Foundation Layout
e
First Floor Decking
AlA 1 - --- -- - -- - -- - - ----
13'-41/4"+,_ Layouts
Project number 22015
61 B2.2 B3 B 1 B3 Date 6/7/2023
Drawn by HA
Checked by GB
0
�r
Foundation Layout First Floor Framing
S - 03
N
3/16" — 11-011
3/16" = 1'-0"
Scale 3/16" = 1'-0"
�= studio a/b architects
(C.2 (D.2 ( .� (n. 24190 Main Road,
`� Orinet, NY 11957
1 631 3231426
glynis@studioabarchitects.com
A.09
/ mailing address:
1 PO Box 444, Orient, NY 11957
A.09
A.08 Oo
e
01, / client:
7.7 William & Stacey Brennen
p O� 1 / site address:
00� A.08 1050 Trumans Path, East Marion, NY 11939
tel: -
O'o�,L / \ email: teamsabb@optonline.net
tax map#: 1000-31.- 12- 5.1
(D.5 ( \5 �•°
O, `L
2X6 COLLAR TIE
°�� /% \ // @48"O.C. ON(2)-2X12 RAFTERS
\ d D. 1 .5/ TYP.
o /
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D. 1 .4 W / -'� D. 1 .4
I
2No. Description Date
B2 B2.6 A.07 4—CX-11 2k12 vq<<FY B2 B2.6
I I G�ROFR I
I
I I
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D. 1 .5 3
A.07
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Brennen Residence
i
1 @16
I
A.07 52�\2 ' Second Floor Roof
F�
i Decking Layouts
Al - _ -- _--- __----
NEW KNEE WALL
ABOVE EXISTING WALL Project number 22015
B 1 B2.2 B1 B2.2 B3 Date 6/7/2023
Drawn by HA
Garage Second Floor Decking and First Checked by GB o
Floor Roof Decking Layout Second Floor Roof Decking Layout 77
3116 = 1 -0 � 3/16 - V-0"
S . 04 M
N
O
N
ti
Scale 3/16' = 1'-0"
studio a/b architects
I
IROOF
/ (C•2 D•2 PLUMBING NOTES: 24190 Main Road,
Orinet, NY 11957
631 3231426
I ALL WORK SHALL COMPLY WITH NYS RESIDENTIAL CODE, EXISTING BUILDING CODE, PLUMBING CODE, glynis@studioabarchitects.com
1 1/2" i ENERGY CONSERVATION CODE,AND ALL APPLICABLE CODES AND REGULATIONS.
VENT / ' SEE A.11 FOR SUMMARY OF NYS ENERGY CODE REQUIREMENTS. mailing address:
PO Box 444, Orient, NY 11957
I 1. DRAWINGS ARE DIAGRAMMATIC AND SHALL BE USED IN LAYOUT OF WORK. DO NOT SCALE THE
I
DRAWINGS.
2. COORDINATE THE WORK WITH THE REQUIREMENTS OF ARCHITECTURAL DRAWINGS FOR
2 ND FL �' DIMENSIONS, LOCATIONS AND CLEARANCES. MAINTAIN MAXIMUM HEADROOM AND SPACE client:
/ CONDITIONS. WHERE HEADROOM OR SPACE CONDITIONS APPEAR INADEQUATE,ARCHITECT SHALL Q
CLOTH �. \\f BE NOTIFIED BEFORE PROCEEDING WITH INSTALLATION. William & Stacey Brennen
I
3. IF DIRECTED BY THE ARCHITECT, MAKE MINOR MODIFICATIONS IN THE LAYOUT AS NEEDED TO
WASHER site address:
I / f PREVENT CONFLICT WITH WORK OF OTHER TRADES OR FOR PROPER EXECUTION OF THE WORK.
/ ff 4. ALL WORK SHALL MEET OR EXCEED LATEST REQUIREMENT OF NATIONAL, STATE, COUNTY, 1050 Trumans Path, East Marion, NY 11939
I MUNICIPAL AND OTHER AUTHORITIES EXERCISING JURISDICTION OF THE WORK OF THIS PROJECT; tel: -
1 ST FL f j ���f ANY PORTION OF THE WORK WHICH IS NOT SUBJECT TO APPROVAL OF AN AUTHORITY HAVING email: teamsabb@optonline.net
-� \ JURISDICTION SHALL BE PROVIDED IN ACCORDANCE WITH NATIONAL FIRE PROTECTION
3"WASTE / \ ASSOCIATION REQUIREMENTS; COMPLY WITH APPLICABLE UTILITY COMPANY RULES AND tax map#: 1000-3l.- 12- 5.1
(D. REGULATIONS; COMPLY WITH OCCUPATIONAL SAFETY AND HEALTH ACT(OSHA) REQUIREMENTS.
TO EXISTING SE PTIC TANK \ 1 5. SECURE PERMITS AND INSPECTION CERTIFICATES AND TRANSMIT SAME TO THE OWNER AT THE
COMPLETION OF THE WORK.
G \ 6. CLOSELY SCHEDULE THE WORK SO THAT WORK WILL BE INSTALLED AT THE PROPER TIME WITHOUT
(D.5 \ DELAYING THE COMPLETION OF THE ENTIRE PROJECT.
7. WHERE THE WORK WILL BE INSTALLED IN CLOSE PROXIMITY TO THE WORK OF OTHER TRADES, OR
WHERE THERE IS EVIDENCE THAT THE WORK WILL INTERFERE WITH THE WORK OF OTHER TRADES,
2 Plumb-Waste Riser Diagram f ARRANGE SPACE CONDITIONS TO MAKE A SATISFACTORY ADJUSTMENT. IF WORK IS INSTALLED
N.T.S. / BEFORE COORDINATING WITH OTHER TRADES, MAKE NECESSARY CHANGES TO THE WORK TO
CORRECT THE CONDITION WITHOUT ADDITIONAL COST TO THE OWNER.
f 8. CONTRACTOR SHALL ADOPT EXISTING PLUMBING SYSTEM AND PROVIDE NECESSARY ADJUSTMENT
FOR THE PROPOSED CONFIGURATION.
\ 9. CONTRACTOR SHALL VISIT THE PREMISES TO DETERMINE EXISTING CONDITIONS AND COMPARE
SAME WITH DRAWINGS AND SPECIFICATIONS AND SATISFY HIMSELF OF ALL CONDITIONS PRIOR TO
THE SUBMISSION OF A BID PROPOSAL.
10. CONTRACTOR SHALL EVALUATE THE EXISTING WASTE SYSTEMS CAPACITY; NOTIFY ARCHITECT AND
OWNER OF IF EXISTING CAPACITY IS NOT ADEQUATE.
11. CONTRACTOR SHALL RELOCATE AND/OR REMOVE OF EXISTING FIXTURES,ALLOCATE AND
RECONNECT EXISTING VENTS, CAP UNUSED LINES AND CONNECTIONS OF NEW AND REUSED
EQUIPMENT TO WATER,WASTE LINES,VENTS, DUCTS,AND LIKE.
f D• •5 `" 12. ALL REMOVED EQUIPMENT AND MATERIAL SHALL BE REMOVED FROM THE PROJECT SITE,OR TO A
'` LOCATION AS DIRECTED BY THE OWNER.
' 13. ALL EQUIPMENT SHALL BE LABELED WITH SYSTEMS SERVICE;ALL PIPING SYSTEMS SHALL BE
� IDENTIFIED AS TO THEIR CONTENTS AND DIRECTION OF FLOW; ALL VALVES SHALL BE TAGGED WITH
/ XA
N TAGS AND VALVES CHART SCHEDULE FRAMED AND WALL MOUNTED WHERE DIRECTED.
14. CONTRACTOR SHALL INSTALL THERMAL INSULATING MATERIAL AROUND ALL HOT AND COLD PIPING.
15. NEW HORIZONTAL PIPES RUN UNDER FLOOR, UNLESS OTHERWISE NOTED. PRIOR TO ANY
/ EXECUTIONS,CONTRACTOR SHALL NOTIFY TO THE ARCHITECT, IF ANY DRILLING TO THE EXISTING
CLOTHES WASHER JOIST OR GIRDER IS REQUIRED.
` .F. 16. CONTRACTOR SHALL SCHEDULE CONNECTION TO EXISTING SYSTEMS AT A TIME THAT WILL BE
f D• 1 .4
// f z U CONVENIENT FOR THE OWNER AND CAUSE MINIMUM DISRUPTION TO ALL PARTIES INVOLVED.
2 No. Description Date
f B2 B2.6 A.07 i i
9:CO
U
/ ` II
I
X11 i
W1=
/ ztI—
I ;M
W
I
CONNECT EXISTING LINES
PRIOR TO THE CONNECTION
/qA i VERIFY THE EXISTING SUPPLY PIPES
Z
t
1 1/
1 1 �REu qAc
i
EXISTING LP
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B2.2PROJECT
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' Plumbing Layout
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—# / Plumbing Fixture Schedule "
, f # Fixture Type Product T Finish Note
/ Project number 22015
B 1 Lavatory Sink American Standard Evolution 22"Pedestal Vitreous China Bathroom Sink with Single Hole Faucet Mount while Date
B 3 f M odel:467100.02 6/7/2023
2 Lavatory Sink Faucet Vigo Madison 1.2 GPM Single Hole Bathroom Faucet, Model:VG01044MB black build.com Drawn by HA
Checked by GB o
n First Floor Plumbing Layout
p3/16" . 01
= 1'-0" N
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Scale As indicated
(c.2 (D.2 studio a/b architects
COLLAR TIE,TYP. % ELECTRICAL ENTRY CHANGED FROM ELECTRICAL NOTES:
/ OVERHEAD TO UNDERGROUND 1. DRAWINGS ARE DIAGRAMMATIC AND SHALL BE USED IN LAYOUT OF WORK. DO NOT SCALE THE 24190 Main Road,
DRAWINGS.
® Orinet, NY 11957
ROOF RIDGE LINE ; 2. COORDINATE THE WORK WITH THE REQUIREMENTS OF ARCHITECTURAL AND STRUCTURAL 631 3231426
r� DRAWINGS FOR DIMENSIONS, LOCATIONS AND CLEARANCES. glynis@studioabarchitects.com
INSTALL RECEPTACLE OUT LET 3. IF DIRECTED BY THE ARCHITECT MAKE MINOR MODIFICATIONS IN THE LAYOUT AS NEEDED TO
CENTER OF BUILDING lop \ T-0"AFF IN GARAGE TYP, TRADES OR PROPER EXECUTION OF THE mailing address:
\ 4. ALL WORK SHALL COMPLY WIITH HE NATIONAL ELECTRICAL CODE, LOCAL CODES AND UTIITY WORK. PO Box 444, Orient, NY 11957
G COMPANY REQUIREMENTS,ALL APPROPRIATE MUNICIPAL AND REGULATORY AGENCIES,CODES AND
\ Q Q GARAGE DOOR MOTOR REQUIREMENTS.
5. CONTRACTOR SHALL PREPARE AND SUBMIT TO THE PROPER AUTHORITIES, FOR THEIR APPROVAL,
\\ ALL REQUIRED DOCUMENTATION, PROVIDE ALL NECESSARY NOTICES, OBTAIN ALL PERMITS AND PAY client:
�!i \ B \ �® D ALL LOCAL,STATE AND FEDERAL TAXES, FEES AND OTHER COSTS IN CONNECTION WITH THE WORK.
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6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING ALL CONTROLLED INSPECTIONS William & Stacey Brennen
REQUIRED BY APPLICABLE ADMINISTRATIVE BUILDING CODE.
\ i �\\ i Q O� G \ \ GARAGE DOOR MANUAL CONTROL 7. OBTAIN BOARD OF FIRE UNDERWRITER/LICENSED ELECTRICIAN CERTIFICATES FOR WIRING. site address:
� 8. CLOSELY SCHEDULE THE WORK SO THAT WORK WILL BE INSTALLED AT THE PROPER TIME WITHOUT 1050 Trumans Path, East Marion, NY 11939
\ j\ B \\ ®®° B DELAYING THE COMPLETION OF THE ENTIRE PROJECT. tel: -
9. WHERE THE WORK WILL BE INSTALLED IN CLOSE PROXIMITY TO THE WORK OF OTHER TRADES, OR email: teamsabb@optonline.net
\ B \\ �9/ (D. 1 ® o WHERE THERE IS EVIDENCE THAT THE WORK WILL INTERFERE WITH THE WORK OF OTHER TRADES,
\ ® \ ARRANGE SPACE CONDITIONS TO MAKE A SATISFACTORY ADJUSTMENT. IF WORK IS INSTALLED tax map#: 1000-3l.- 12- 5.1
\ ® BEFORE COORDINATING WITH OTHER TRADES, MAKE NECESSARY CHANGES TO THE WORK TO
B ® G B � CORRECT THE CONDITION WITHOUT ADDITIONAL COST TO THE OWNER,
10. THE ELECTRICAL CONTRACTOR SHALL INSTALL ALL WIRING FOR THE MECHANICAL SYSTEMS B \ ® B / 3 REQUIRING FIELD WIRING,ACCORDING TO THE WIRING DIAGRAMS PROVIDED BY THE MECHANICAL
\ \ EXT CONTRACTOR.
B \ B EXT 11. EXAMINE AND EVALUATE ALL EXISTING ELECTRICAL SYSTEMS CONNECTED TO THE PROJECT;VERIFY
/ \ / /,;`` ! � 11 CAPACITY OF EXISTING SERVICE WITH NEW LOAD REQUIREMENTS; NOTIFY ARCHITECT OF
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f/ CONDITION OF EXISTING SERVICE AND WIRING OF ANY OUTLETS NOT FUNCTIONING OR ILLEGAL;/ \ B / B G OTHERWISE,ALL EXISTING CIRCUITING SHALL REMAIN INTACT FOR REUSE.
Al3 / 12. INSPECT EXISTING CIRCUIT BREAKERS.ADD ADDITIONAL CIRCUIT BREAKERS TO THE SERVICE BOX
BAS NECESSARY TO CORRECT IMPROPER, UNSAFE WIRING.
\ i 13. EXAMINE AND EVALUATE EXISTING FIRE ALARM SYSTEM INCLUDING SMOKE, FIRE, HEAT,AND/OR
B CARBON MONOXIDE DETECTORS. AND PROPOSE ADDITIONAL DETECTOR/ALARM SYSTEM,AS
0 REQUIRED, COMPLYING WITH ALL APPLICABLE CODES.
14. ALL DUPLEX OUTLETS SHALL HAVE TWO DIFFERENT CIRCUITS.
B a 15. ALL OUTLETS WITHIN 6 FEET OF WET AREAS SHALL BE GROUND FAULT CIRCUIT INTERRUPTER
G (GFCI.), UNLESS OTHERWISE NOTED.
CLOTHES / 16. ALL NON-GFCI OUTLETS SHALL BE ARC FAULT CIRCUIT INTERRUPTER(AFCI).
a WASHER 3 17. ALL CEILING RECESSED LIGHTING FIXTURES SHALL BE IC-RATED, SEALED AT HOUSING/INTERIOR
AND DRYER 3 FINISH AND LABELED TO INDICATE<_2.0 CFM LEAKAGE AT 75 PA. [402.4.5]
18. INSTALL ALL APPLIANCES ON SEPARATE CIRCUIT.
19. BEFORE THE ROUGH WIRING, SCHEDULE A WALK THROUGH TO VERIFY AT THE SITE ALL OUTLET
LOCATIONS WITH ARCHITECT AND OWNER.
A 3 C 20. LOCATE NEW SWITCHES TO MATCH HEIGHT OF EXISTING, UNLESS OTHERWISE NOTED.
f 21. LOCATE NEW RECEPTACLES TO MATCH HEIGHT OF EXISTING, UNLESS OTHERWISE NOTED.
® 22. LOCATE ALL SWITCHES SO THAT THE CENTERLINE OF THE FACEPLATE IS 5"FROM THE FINISHED
EDGE OF ADJACENT DOOR OPENINGS OR EDGE OF WALL UNLESS NOTED OTHERWISE.
23. GANGED MULTIPLE SWITCHES BEHIND A SINGLE FACEPLATE.
A 24. THE CONTRACTOR SHALL SCHEDULE CONNECTION TO EXISTING SYSTEMS AT A TIME THAT WILL BE
/ ® CONVENIENT FOR THE OWNER AND CAUSE MINIMUM DISRUPTION TO ALL PARTIES INVOLVED.
APPROX. ® 25. TO SECURE SOUND INSULATION THROUGH WALL, NO SWITCHES OR OUTLETS SHALL BE INSTALLED
Gara a Second Floor Electrical Layout LOCATION OF ON A WALL BACK-TO-BACK.
2 �� - 11 EXISTING ENTRY t I 'j 26. INSTALL DELAY TIMER FOR ALL BATHROOM VENTILATORS,AKDT60 BY AIR KING OR EQUAL.
3/16 - 1 -0 A ELECTRICAL RADIANT HEATING CONTROL
0 3,DIM 27. INSTALL ELECTRICAL RADIANT HEATING MAT IN NEW MUD ROOM. No. Description Date
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ALL EXISTING ELECTRICAL SYSTEM TO REMAIN i
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PROJECT
LEGEN Brennen Residence
j FLUSH MOUNTED PANELBOARD AND
A A A s SURFACE MOUNTED PANELBOARD AND
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',• �� qp � • CEILING SURFACE MOUNT LIGHTING
Electrical Layout
WALL MOUNT LIGHTING
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C FLUORESCENT, OR LED STRIP LIGHTING FIXTURE Lighting Fixture Schedule
Lighting Fixture
# Lighting Fixture Type __TProduct Finish Bulb Note
SINGLE POLE SWITCH
3 THREE WAY SWITCH Wall mount wet location fixture WAC Brink 12"Wide Integrated LED Bath Bar WS-77612-27-BK black LED 11W, 2700K, CRI 90 WAC:
DIM SINGLE POLE SWITCH W/ www.waclighting.com Project number 22015
-0 DUPLEX RECEPTACLE A Ceiling Surface mount fixture Progress 3"White Surface Mount Modern Adjustable LED Cylinder, white LED 12W 3000K, CRI 90 Date 6/7/2023
=@G DUPLEX RECEPTACLE PROTECTED BY P550139-030-30
GROUND CIRCUIT FAULT INTERRUPTER B Industrial Strip Lighting Lithonia Contractor Dual Strip 48"Wide Integrated LED Commercial Strip Light white LED 38W 4000K, CRI 80 Drawn by HA
From the Contractor Select Collection CDS L48 MVOLT DM 40K 80CRI WH a,
First Floor Electrical Layout NEXT EXTERIOR DUPLEX RECEPTACLE Checked by GB r
1 3/16" - 11-011 C Exterior Wall mount fixture Kichler 5.5 1 Light Wall Light Textured Architectural Bronze, 11077AZT Bronze LED 15W, 3000K, CRI 80 https:/Auww.kichIer.co
FAN OUTLET m
-® SPECIAL PURPOSE OUTLET D Exterior Wall mount motion sensor WAC EnduranceTM Single Spot Wallpack Luminaire, WP-LED415-30-AGH,with Architectural LED 15W, 3000K, CRI 80 d
Lighting Motion or Photo sensor(option) Graphite E 1 N
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Scale As indicated